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RES 2020-0351 - PSA with Olsson, Inc for OPW 51810 - 108th Street Improvements
IV.COMPENSATION AND PAYMENT A.The cost of services as specified in the Scope of Service,shall be performed on an hourly basis,but in no event shall it exceed $770,400.00. Detailed breakdown of costs shall be shown in Exhibit “C”. B.Reimbursable expenses shall be billed to the City by the Provider. C.INCREASE OF FEES The parties hereto acknowledge that,as of the date of the execution of the Agreement,Section 10-142 of the Omaha Municipal Code provides as follows:Any amendment to contracts or purchases which taken alone increase the original fee as awarded (a)by ten percent,if the original fee is one hundred fifty thousand dollars ($150,000)or more,or (b)by seventy-five thousand dollars ($75,000)or more, shall be approved by the City Council in advance of the acceptance of any purchase in excess of such limits.However,neither contract nor purchase amendments will be split to avoid advance approval of the City Council. The originally approved scope and primary features of a contract or purchase will not be significantly revised as a result of amendments not approved in advance by the City Council.The provisions of this section will be quoted in all future City contracts.Nothing in this section is intended to alter the authority of the Mayor under section 5.16 of the Charter to approve immediate purchases. V.OWNERSHIP OF INSTRUMENTS OF SERVICE The City acknowledges the Provider’s documents,including electronic files,as instruments of professional service.Nevertheless,upon completion of the services and payment in full of all monies due to the Provider, the final documents prepared under this Agreement shall become the property of the City.The City shall not reuse on another Project or make any modifications to the documents without prior written authorization of the Provider.The City agrees,to the fullest extent permitted by law,to indemnify and hold harmless the Provider,its officers,directors,employees and subconsultants (collectively,Provider)against any damages, liabilities or costs,including reasonable attorneys’fees and defense costs,arising from or in any way connected with the unauthorized reuse or modification of the documents by the City,regardless of whether such reuse or modification is for use on this Project or another Project. VI.ADDITIONAL SERVICES In the event additional services for the aforementioned Project not covered under this Agreement are required, the Provider agrees to provide such services at a mutually agreed upon cost. VII.INSURANCE REQUIREMENTS The Provider shall carry professional liability insurance in the minimum amount of one half million dollars and shall carry workers’compensation insurance in accordance with the statutory requirements of the State of Nebraska. VIII.INDEMNIFICATION The Provider agrees,to the fullest extent permitted by law,to indemnify,defend and hold harmless the City, its officers,directors and employees (collectively,City)against all damages,liabilities or costs,including reasonable attorney’s fees and defense costs,to the extent caused by the Provider’s negligent performance of professional services under this Agreement and that of its subconsultants or anyone for whom the Provider is legally liable;provided,that with respect solely to the said duty to defend,such duty of the Provider to defend shall arise only if,and to the extent,such duty is covered by Provider’s liability insurance.The City agrees, to the fullest extent permitted by law,to indemnify and hold harmless the Provider,its officers,directors, employees and subconsultants (collectively,Provider)against all damages,liabilities or costs,including reasonable attorney’s fees and defense costs in connection with the Project,to the extent caused by the City’s negligent acts or the negligent acts of anyone for whom the City is legally liable.Neither the City nor the Provider shall be obligated to indemnify the other party in any matter whatsoever for the other party’s own negligence. IX.TERMINATION OF AGREEMENT This Agreement may be terminated by the City upon written notice to the Provider of such termination and specifying the effective date at least seven (7)days prior to the effective date of such termination.In the event of termination,the Provider shall be entitled to just and equitable payment for services rendered to the date of termination,and all finished or unfinished documents,data surveys,studies,drawings,maps,models, reports or photographs shall become, at the City’s option, its property. X.GENERAL CONDITIONS A.Non-discrimination.Provider shall not,in the performance of this Agreement,discriminate or permit discrimination in violation of federal or state laws or local ordinances because of race,color,creed, religion,sex,marital status,sexual orientation,gender identity,age,or disability as recognized under 42 USCS 12101 et seq.and Omaha Municipal Code section 13-89,race,color,creed,religion,sex, marital status, sexual orientation, gender identity, national origin, age, or disability. B.Captions.Captions used in this Agreement are for convenience and are not used in the construction of this Agreement. C.Applicable Laws.Parties to this Agreement shall conform with all existing and applicable City ordinances,resolutions,state laws,federal laws,and existing and applicable rules and regulations. Nebraska law will govern the terms and the performance under this Agreement. D.Interest of the City.Pursuant to Section 8.05 of the Home Rule Charter,no elected official or any officer or employee of the City shall have a financial interest,direct or indirect,in any City Agreement. Any violation of this section with the knowledge of the person or corporation contracting with the City shall render the Agreement voidable by the Mayor or Council. E.Interest of the Provider.The Provider covenants that he presently has no interest and shall not acquire any interest,direct or indirect,which would conflict with the performance of services required to be performed under this Agreement;he further covenants that in the performance of this Agreement,no person having any such interest shall be employed. F.Merger.This Agreement shall not be merged into any other oral or written agreement,lease,or deed of any type. This is the complete and full Agreement of the parties. G.Modification.This Agreement contains the entire Agreement of the parties.No representations were made or relied upon by either party other than those that are expressly set forth herein.No agent, employee,or other representative of either party is empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. H.Assignment.The Provider may not assign its rights under this Agreement without the express prior written consent of the City. I.Strict Compliance.All provisions of this Agreement and each and every document that shall be attached shall be strictly complied with as written,and no substitution or change shall be made except upon written direction from authorized representative. J.LB 403 Contract Provisions.-NEW EMPLOYEE WORK ELIGIBILITY STATUS -The Contractor is required and hereby agrees to use a federal immigration verification system to determine the work eligibility status of new employees physically performing service within the State of Nebraska.A federal immigration verification system means the electronic verification of the work authorization program authorized by the Illegal Immigration Reform and Immigrant Responsibility Act of 1996,8 U.S.C.1324a,known as the E-Verify Program,or an equivalent federal program designated by the United States Department of Homeland Security or other federal agency authorized to verify the work eligibility status of a newly hired employee. If the Contractor is an individual or sole proprietorship,the following applies:1.The Contractor must complete the United States Citizenship Attestation Form,available on the Department of Administrative Services website at www.das.state.ne.us 2.If the Contractor indicates on such attestation form that he or she is a qualified alien,the Contractor agrees to provide the US Citizenship and Immigration Services documentation required to verify the Contractor’s lawful presence in the United States using the Systematic Alien Verification for Entitlements (SAVE)Program.3.The Contractor understands and agrees that lawful presence in the United States is required and the Contractor may be disqualified or the contract terminated if such lawful presence cannot be verified as required by Neb. Rev. Stat. §4-108. K.Certificate of Authorization.If this Agreement contemplates the performance of professional architecture or engineering work by the Provider,the Provider shall provide to the City,and maintain in good standing,a current Certificate of Authorization from the State of Nebraska as required by Neb. Rev. Stat. section 81-3436. L.Debarment or suspension by any federal agency.(This section applies if any part of this Agreement is funded by a federal agency.)Office of Management and Budget (OMB)guidelines require that any individual or entity that has been placed on the Excluded Parties List System (“EPLS”-available for review through www.sam.gov)may not be a participant in a federal agency transaction that is a covered transaction or act as a principal of a person participating in one of those covered transactions. These guidelines apply to covered transactions under a grant from any federal agency for which a recipient expects to receive reimbursement for expenditures incurred or an advance on future expenditures. The Contractor providing goods and/or services to the City of Omaha certifies,by acceptance and execution of this Agreement,that neither it nor its principals are presently debarred,suspended, proposed for debarment,declared ineligible,or voluntarily excluded from participation in this transaction by any federal department or agency.The Contractor further agrees,by accepting and executing this Agreement,that it will include this clause without modification in all lower tier transactions,solicitations,proposals,contracts,and subcontracts.Where the Contractor or any lower tier participant is unable to certify this statement, it shall attach an explanation to this Agreement. M.Contract Compliance Ordinance No. 35344, Section 10-192 Equal Employment Opportunity Clause During the performance of this contract, the Contractor agrees as follows: 1)The Contractor shall not discriminate against any employee or applicant for employment because of race,color,creed,religion,sex,marital status,sexual orientation,gender identity,national origin,age,or disability.The Contractor shall ensure that applicants are employed and that employees are treated during employment without regard to their race,color,creed,religion,sex, marital status,sexual orientation,gender identity,national origin,age,or disability.As used herein,the word “treated”shall mean and include,without limitation,the following:recruited, whether by advertising or by other means;compensated;selected for training,including apprenticeship;promoted;upgraded;demoted;downgraded;transferred;laid off;and terminated. The Contractor agrees to and shall post in conspicuous places,available to employees and applicants for employment,notices to be provided by the contracting officers setting forth the provisions of this nondiscrimination clause. 2)The Contractor shall,in all solicitations or advertisements for employees placed by or on behalf of the Contractor,state that all qualified applicants will receive consideration for employment without regard to race,color,creed,religion,sex,marital status,sexual orientation,gender identity, national origin, age, or disability. 3)The Contractor shall send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice advising the labor union or worker’s representative of the Contractor’s commitments under the Equal Employment Opportunity Clause of the City and shall post copies of the notice in conspicuous places available to employees and applications for employment. 4)The Contractor shall furnish to the Human Rights and Relations Director all Federal forms containing the information and reports required by the Federal government for Federal contracts under Federal rules and regulations,and including the information required by Sections 10-192 to 10-194,inclusive,and shall permit reasonable access to his records.Records accessible to the Human Rights and Relations Director shall be those which are related to Paragraphs (1)through (7)of this subsection and only after reasonable notice is given the Contractor.The purpose for this provision is to provide for investigation to ascertain compliance with the program provided for herein. 5)The Contractor shall take such actions with respect to any subcontractor as the City may direct as a means of enforcing provisions of Paragraphs (1)through (7)herein,including penalties and sanctions for noncompliance;however,in the event the Contractor becomes involved in or is threatened with litigation as the result of such directions by the City,the City will enter into such litigation as necessary to protect the interests of the City and to effectuate the provisions of this division;and in the case of contracts receiving Federal assistance,the Contractor or the City may request the United States to enter into such litigation to protect the interests of the United States. 6)The Contractor shall file and shall cause his subcontractors,if any,to file compliance reports with the Contractor in the same form and to the same extent as required by the Federal government for Federal contracts under Federal rules and regulations.Such compliance reports shall be filed with the Human Rights and Relations Director.Compliance reports filed at such times as directed shall contain information as to the employment practices,policies,programs and statistics of the Contractor and his subcontractors. 7)The Contractor shall include the provisions of Paragraphs (1)through (7)of this Section,“Equal Employment Opportunity Clause”,and Section 10-193 in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor. N.Conflict.In the event of any conflict between this Agreement and any of the exhibits attached hereto,the terms of this Agreement shall take precedence. EXHIBIT “A” RESERVED EXHIBIT “B” SCOPE OF SERVICES OPW51810 – 108th Street – Burt to Decatur Exhibit B 1 City of Omaha Public Works Department 108th Street Improvements Burt to Decatur Streets Project No. OPW 51810 Project Description The City of Omaha (City) Public Works Department is preparing for the reconstruction of 108th Street from Burt to Decatur streets. A traffic study will be completed at the intersections along 108th Street, between Blondo Street and the Dodge Street North Frontage Road, to study the future geometry and provide recommendations regarding possible auxiliary turn lanes, if required, and access management. The traffic study will include a minimum of two roadway sections, a two-lane roadway section and three lane roadway section. The roadway will also be evaluated for construction of sidewalks meeting current ADA standards. Also, as part of this project, a noise study will be completed to analyze the existing noise levels and anticipated noise levels depending on the ultimate geometrics of 108th Street. The design will include the layout and details for detour routing to maintain access to existing homes and businesses along the length of the project. A drainage study will be completed as part of the roadway improvements and this will include an investigation of the existing condition of storm sewers affected by this project. Communication will occur with those utility companies that may have services in the construction area. Public involvement will be a key part of the design process, both to gather input and opinions on the roadway improvements in the early stages of the project and then to keep the public informed on the proposed improvements in the later stages. The consultant shall provide design services in accordance with American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets, 7th Edition, 2018; AASHTO Roadside Design Guide, 4th Edition, 2011; Board of Public Roads Classifications & Standards, Nebraska Minimum Design Standards, 2016, Omaha Regional Storm Water Design Manual, 2014; current City Standard Plates, specifications and special provisions provided by the City’s Public Works Department, Omaha Complete Streets Design Guide, and all other applicable federal, state and local requirements and procedures. Construction Engineering is not currently planned as part of this contract. The proposed improvements of the project include: · Pavement reconstruction · Consultant Survey · Signing, striping, and signal design, interconnect · Analysis and design of sidewalk and trail installation · Storm drainage upgrades and replacements, dependent on typical section · Fencing · Retaining walls · Grading and erosion control · Permitting · Utility coordination · Construction phasing · Public outreach OPW51810 – 108th Street – Burt to Decatur Exhibit B 2 Previously Completed Work that will be provided to the Consultant: · Traffic Data. Traffic data has been collected and will be available to the consultant. If needed, the traffic signal designs will be provided to the consultant for their information and inclusion with the final design plans. · Streetlights. Streetlights are anticipated to be limited to intersection illumination. The streetlights will be coordinated and installed by either the City or others. · Title reports. Title reports for requested parcels will be provided to the consultant. Scope of Services 1 Project Management 1.1 Project Management Plan The Consultant shall develop and maintain a Project Management Plan (PMP) for the 108th Street Corridor. In the PMP, the Consultant shall outline items including but not limited to: project team organization, roles and responsibilities; scheduling expectations; coordination and communication procedures; formatting protocols; filing protocols, project close- out procedures, and other important operational information pertaining to the project team. The Consultant shall develop and maintain a Quality Management Plan (QMP) to document the quality control processes to be implemented by the project team as part of the Project Management Plan 1.2 General Project Meetings The Consultant will schedule and conduct an estimated 40 general project meetings during the design of the project from February 2020 and July 2021 (Note: all public engagement meetings are covered elsewhere in the scope). It is anticipated several meetings will occur in conjunction with design review meetings for the 30%, 75%, and 90% plan submittals. In addition to design review meetings there will be utility coordination meetings, a constructability review meeting, at least two (2) collaboration meetings with HDR for Oakbrook Creek design and coordination meetings with Metro Transit. The remaining meetings will be scheduled approximately every two weeks from the kick-off meeting to the 75% submittal. After the 75% submittal the meetings will be scheduled monthly as necessary to facilitate coordination and communication on the project. A listing of anticipated general meetings is listed to the right, from the project schedule. Outline Number Task Name 1.2.1 Kick-off Meeting 1.2.2 Transit Coordination Mtg. 1.2.3 Project Coordination Mtgs. (bi-weekly check-ins) 1.2.4 Project Collaboration Mtgs. (w/HDR) 1.2.5 Project Coordination Mtg. (w/Metro) 1.2.6 30% Design Review Mtg./PIH 1.2.7 Utility Coordination Mtg. 1.2.8 Constructability Review Mtg. 1.2.9 75% Design Review Mtg. 1.2.10 Utility Coordination Mtg. 1.2.11 Project Coordination Mtg. 1.2.12 Project Coordination Mtg. 1.2.13 90% Design Review Mtg. 1.2.14 Utility Coordination Mtg. 1.2.15 Project Coordination Mtg. 1.2.16 Project Coordination Mtg. 1.2.17 Post Bid Utility Coordination Mtg. 1.2.18 Preconstruction Mtg. OPW51810 – 108th Street – Burt to Decatur Exhibit B 3 1.3 General Project Management The consultant will manage the coordination of the project team, coordination with City staff, coordination with key stakeholders, and preparation of progress reports and invoices in accordance with City requirements. The project schedule will be prepared and updated as requested by the City. 1.4 Assumptions & Deliverables Section 1 Assumptions: · It is anticipated that all meetings will be held at the City of Omaha Public Works Department Offices or other location approved by the City Project Manager. · It is anticipated that the Project Management meetings will be bi-weekly. Section 1 Deliverables · Develop and maintain a PMP and QMP in electronic format, accessible to the City and other designated key stakeholders · Develop and maintain a Project Schedule utilizing Microsoft Project · Schedule Status to be included in Invoice Progress Report · Meeting agendas and minutes will be prepared and submitted to meeting attendees 2 Alternatives Analysis 2.1 Site Inspections The Consultant will conduct site visits as required during the project to verify site features with the alternatives analysis and design work. It is anticipated four (4) site visits will be necessary. 2.2 Data Collection and Review The Consultant will assemble and review preliminary data available for the project including as-built information for existing streets, utilities, storm sewers and other features within the project area. This will also include review of existing environmental studies, traffic studies and other study information available that pertains to the proposed improvements. Evaluation of intersection sight distances and existing vertical curvature will be documented for the project file. 2.3 Survey The Consultant shall complete survey for the project corridor. The Consultant shall coordinate with City Construction to establish survey control points. It is assumed that approximately fifty (50) properties within the project boundaries will need ROW survey information. A Utility-One-Call and mapping request will be made for the project area. Utilities that are marked will be located. Above ground visible utilities will be located. The Consultant will not be responsible for underground utilities not marked by the utility locate, or underground structures or tanks that are not visible on the surface of the site. An attempt will be made to obtain utility maps from the utilities listed on the Utility-One-Call ticket. If maps are provided those utilities will be placed on the survey. Manholes will be inverted to get the pipe size and flow line elevations. The Consultant shall coordinate with utility companies to identify locations necessary for potholing. The Consultant will plan on up to four (4) trips for pick-up survey shots of utilities to utilize for design and coordination efforts. OPW51810 – 108th Street – Burt to Decatur Exhibit B 4 2.3.1 108th Street Topo Survey Topographic survey shall be obtained for the roadway corridor based on the extents shown in exhibit B1, and shall include storm information downstream to the outfalls, and sanitary sewers within the project boundary. 2.3.2 Oakbrook Channel Topo Survey Topographic survey shall be obtained for the Oakbrook channel project based on the extents shown in exhibit B2, with the following additional elements: · Bed profile survey of Oakbrook Channel, Tributary, and Storm Drain Outfall Channels o Oakbrook Channel limits: culvert outlet (constructed in Phase I) to confluence with Big Papillion Creek o Tributary limits: energy dissipation structure outlet to confluence with Oakbrook Channel o Storm Drain Outfall Channel limits: exposed piping/flared end sections to confluence with receiving channel (provide slope of outfall pipe, inverts of pipe and end section, and bed profile of outfall channel) · Full Channel Survey (Topography/Bathymetry) from 20 feet upstream of upstream rock drop structure to 20 feet downstream of Seward Street · Six Cross Sections · Paul Plaza Bridge: Bridge Opening, Substructure, Superstructure, Guard Rail · Papillion Parkway Culvert: Upstream Invert Elevation, Downstream Invert Elevation · Exposed sanitary sewer on Tributary channel upstream of confluence with Oakbrook Channel · Transmission Line Structure (adjacent to Oakbrook Channel, upstream of confluence) 2.3.3 ROW Staking The Consultant shall provide right-of-way staking following 75% design to be utilized in appraisal efforts. The staking should include existing right-of-way, lot corners and easements, proposed acquisition areas, proposed easement, and other key locations identified by the Engineer. 2.4 Right-of-Way Design 2.4.1 Right-of-Way Base Map The Consultant will prepare an existing right-of-way base map depicting all right-of-way and easements in the project area. Information shall be obtained through plats, title reports, surveyed property pins and/or other means to depict a complete base map. The surveyor will be responsible for the research necessary to build parcels. Plats, parcels or land lot along the right-of-way need to be geometrically closed with parcel reports available upon the City’s request. Enough corners need to be located to accurately locate lot lines per the practice and principles for registration in the State of Nebraska. All obtained information shall be rectified to the surveyed section lines and local project coordinates. All adjustments to obtained information for the creation of the base map shall be documented. Work shall be performed by a Registered Land Surveyor in the State of Nebraska. 2.4.2 Right-of-Way Plans The Consultant will provide preliminary right-of-way plans showing permanent acquisitions, temporary construction easements or permanent easements for the 30% submittal. Preliminary right-of-way plans OPW51810 – 108th Street – Burt to Decatur Exhibit B 5 showing permanent acquisitions, temporary construction easements or permanent easements will be prepared along with individual tract maps for the 75% submittal, to be used for use in the Right-of-Way Process. Final right-of-way plans showing negotiated acquisitions and easements will be provided for the final submittal along with 1:20 scale ROW sheets plotted over an aerial for City use in negotiations. 2.5 Sewer Video/Evaluation Work shall include jet/cleaning and closed-circuit televising of storm and sanitary sewers and manhole inspections. 2.5.1 Sewer Cleaning/Televising The list of pipes requiring inspection are identified in exhibits B3-B7. Light cleaning, up to 3 passes with a nozzle or root cutter, will be conducted to allow passage of the CCTV camera. Consultant shall be responsible for debris disposal and arranging for water supply with local water utility and associated costs. CCTV Inspections will be completed utilizing a main line camera on a crawling unit. The camera shall be a self-leveling type and moved through the sewer line in either direction at a uniform rate, stopping when necessary to verify proper documentation of the sewer condition and lateral connections, but in no case will the television camera be pulled at a speed greater than 30 feet per minute. If, during the inspection operation the television camera will not pass through a sewer line, equipment shall be reset in a manner so that the inspection can be performed from the opposite direction. If, again, the camera fails to pass through the entire sewer, the location and cause of the camera blockage will be documented, and information provided to the city. The inspection shall be considered complete and no additional inspection work will be required. If heavy cleaning is required, the consultant shall notify the City and proceed only after an approved change in scope and fee has been approved. It is assumed that 5,400 lineal feet of storm and 5,600 lineal feet of sanitary sewer will be evaluated based on initial GIS information and information provided by the City. All work shall be done in accordance to City of Omaha Pipeline Inspection Procedure using Closed Circuit Television (revision 5 Oct 31, 2019). Informational pipe data will be collected in NASSCO PACP format and delivered in digital format at the conclusion of the work. A hard copy and DVD format shall be submitted if requested by the City. Computer generated television inspection reports created with Granite software will be produced at the conclusion of the work and submitted with the videos. Pipeline assessment reports will contain upstream manhole, downstream manhole, street address, date, pipe diameter, pipe material, direction of inspection, line footage, lateral and observation locations, and digital photos of defects and their respective severity. 2.5.2 Manhole Inspections Consultant shall perform manhole inspection and condition assessment on the structures falling within exhibits B3-B7 Consultant shall perform manhole inspection and condition assessment (Level 4) on 23 storm sewer structures and 27 sanitary sewer structures (GPS coordinates shall be provided by surveyors) and TREKK360 panoramic 360-degree camera view. The City of Omaha SCREAM database shall be used to collect manhole assessment data. The 360-degree images shall be taken every 5 feet in depth and stitched together into a viewable file. Inspections shall be noted in SCREAM if attempted and not found or found inaccessible. The Consultant shall also notify the City if manholes are not found or inaccessible. OPW51810 – 108th Street – Burt to Decatur Exhibit B 6 Sub-meter location by GPS is required for all structures and shall be performed by the surveyors and provided to the Consultant. All x, y, and z coordinates shall be incorporated with the manhole inspection data deliverables per the current procedure. The work and final deliverable shall comply with the City of Omaha Manhole and Lamping Inspection Procedure (Revision 5 May 9, 2014). 2.6 Development of Alternatives Evaluation Matrix The Consultant will develop a list of qualitative evaluation criteria for the review of the city in a meeting. The parties will collaboratively select an appropriate mix of criteria that will potentially include items related to operations, constructability, and accommodation of alternative modes, public input and cost. These criteria will be used to evaluate and determine which alternatives will be advanced and selected to move on through the evaluation process. 2.7 Complete Streets Analysis The Consultant will review existing plans and studies pertinent to the corridor to assist in developing modal options to be considered as a part of the complete streets analysis. The consultant, in partnership with City Planning and Public Works staff will complete the Project Initiation, Project Scoping, and 30 Percent/Plan-in-Hand Checklists to determine street cross section and modal amenities to be included in the ultimate design. In the absence of planning documents or other studies, the consultant will review opportunities to connect community facilities such as existing trails, parks or service centers through project activities. The consultant will document these facilities and options to connect through the Complete Streets Checklist process. Consultant will prepare an accompanying summary memo discussing the approach to complete streets throughout the corridor. 2.8 Multimodal Operations Analysis 2.8.1 Existing Traffic Analysis The Consultant will provide an analysis of existing operations based on Highway Capacity Manual techniques. The evaluation will include up to 10 intersections between Blondo and W Dodge Frontage Rd (inclusive). The analysis intersections will exclude private drives. In addition to operations, the Consultant will also complete an analysis and evaluation of the safety history of the corridor based on the most recent five (5) year crash data provided by the City. 2.8.2 Traffic Forecasting The Consultant, in coordination and communication with the City of Omaha Traffic Division, will develop future traffic demands based on the MAPA travel demand model and adjustments as approved by City staff to accurately reflect future growth in the area. 2.8.3 Future Multimodal Analysis The Consultant will complete an evaluation of operations for the corridor for up to five (5) different scenarios developed in the alternatives analysis. This analysis will consider the overall corridor and operations and accessibility for all modes of travel. The Complete Streets Design Checklist shall be utilized during this process. OPW51810 – 108th Street – Burt to Decatur Exhibit B 7 2.8.4 Signal Warrant Analysis A signal warrant evaluation will be completed using the methodologies laid out in the Manual of Uniform Traffic Control Devices (MUTCD) at the intersection of 108th & Mill Valley Rd. 2.9 Development of Alternatives Based on preliminary information and future multimodal forecasts the Consultant will develop up to five (5) different alternative cross sections for the proposed corridor. Each of the developed cross sections will be presented to the City and run through the qualitative evaluation matrix and process defined earlier in the scope of work. Based on the initial evaluation a limited number of viable alternatives will be further developed for presentation to the public as part of the overall process. Additionally, access management evaluations will be completed to consider potential consolidation or removal of existing access points within the corridor. The Consultant will develop alternative configurations for up to four (4) identified locations. 2.10 Draft Alternatives Report The Consultant will document information, analyses, coordination, and public engagement as part of a draft alternatives report. The report will be submitted to the City of Omaha to review prior to sharing any information with the public or stakeholders. 2.11 Final Alternatives Report Following a review by the City Project Manager comments will be addressed and incorporated into a final Alternatives Analysis Report. This report will identify the preferred alternative that will be advanced to preliminary design. 2.12 Geotechnical Investigation The scope of the geotechnical services for this project includes recommendations for roadway design, pavement analysis design, pavement subgrade recommendations, stabilization for below grade drainage structures and recommendations for design of retaining walls as required. 2.12.1 Field Exploration The 108th Street improvements will be between approximately Burt and Decatur streets. The Consultant proposes to use a truck-mounted drill rig to complete a total of ten (10) soil test borings, as identified in exhibit B8. The borings will be located in the existing roadway surface or along the road shoulders based on available equipment access and the locations of underground or overhead utilities. The proposed borings and depths are summarized as follows: · One (1) soil boring will be completed at or near Sta 100+00 to a depth of 10 feet. · One (1) soil boring will be completed at or near Sta 103+00 to a depth of 15 feet. · One (1) soil boring will be completed at or near Sta 107+50 to a depth of 25 feet. · One (1) soil boring will be completed at or near Sta 110+40 to a depth of 30 feet. · One (1) soil boring will be completed at or near Sta 110+50 to a depth of 15 feet. · One (1) soil boring will be completed at or near Sta 119+00 to a depth of 20 feet. · One (1) soil boring will be completed at or near Sta 126+40 to a depth of 20 feet. · One (1) soil boring will be completed approximately 475 feet west of 108th St. on N. Mill Rd. to a depth of 10 feet. OPW51810 – 108th Street – Burt to Decatur Exhibit B 8 · One (1) soil boring will be completed approximately 200 feet east of 108th St. in Lee Valley Park to a depth of 20 feet. · One (1) soil boring will be completed just south of the intersection of 107th St. and Charles St. to a depth of 10 feet. All borings will be advanced to the depths proposed, or to practical auger refusal, whichever is shallower. Total drilling footage is anticipated to be 175 linear feet. Diggers Hotline of Nebraska will be contacted to locate underground public utilities. Private utilities not identified as part of the public locate are the responsibility of the City to locate. The Consultant is not liable for damage to any utility line or service connection that is improperly marked. If the City is aware of underground utilities in the area that may not be identified by the Diggers Hotline request, we ask that they provide the Consultant with that information so that we may shift or relocate the soil borings as necessary to avoid underground utilities. It is anticipated that all boring locations along the proposed centerline are readily accessible to the truck mounted drill rig, while boring locations along east or west shoulders, connecting streets, or residential driveways may be difficult to drill due to limited access. The Consultant will slightly modify site boring locations as necessary to avoid utilities and/or areas of limited access. The Consultant will provide flag or signal men and/or traffic control during drilling operations. It is the intent to maintain at least one open lane or turnout for through traffic during the drilling operation. Weather permitting, we expect to complete the field drilling operations during two (2), 8-hour workdays. Drilling rigs are heavy equipment and some disturbance of existing grades or surface features are possible. This may include, but is not limited to, soil rutting, pavement cracking, or sidewalk distress (if applicable). Although the Consultant will attempt to minimize surface distress, damaged pavements, or sidewalks wherever possible, no restoration other than backfilling the soil borings and patching pavements with like materials is included in this work scope. Soils will be sampled with Shelby tubes in clay soils and split spoons will be obtained in cohesion less and hard soils. Groundwater levels will be measured while drilling, immediately after drilling, and again within 72 hours after drilling. After the final groundwater reading is taken, the boreholes will be backfilled and/or patched as needed. 2.12.2 Laboratory Services As soil conditions dictate, laboratory testing may include visual soil classification, unconfined compression tests, thin-walled tube density tests, moisture content tests, Atterberg limit tests, Standard Proctor tests, one-dimensional consolidation tests, or mechanical sieve analyses. If recommended by the geotechnical engineer, direct shear and/or triaxial testing may be completed. 2.12.3 Geotechnical Analysis and Report Preparation · Recommendations regarding the thickness, moisture, and compaction criteria for backfill or structural fill. · Soil excavation criteria in accordance with OSHA Standards will be included or referenced. · Recommendations associated with site preparation and structural fill placement. · Subgrade preparation and requirements for the new roadway alignment. OPW51810 – 108th Street – Burt to Decatur Exhibit B 9 · Recommendations will be provided for remediation of soft or unsuitable soils, if applicable. · Analysis of the soils encountered regarding shrink/swell characteristics and the potential for reuse as general fill, compacted structural fill, or utility backfill. · Discussion of anticipated groundwater concerns, along with recommendations for addressing these concerns during construction, if required. · Recommended soil parameters for the design of grade retaining walls including drained and undrained soil parameters. 2.12.4 Retaining Wall Design Services The Consultant will prepare preliminary type, size, and location plans for the retaining walls on the project, for the Contractor to design and develop specific construction documents. Based on preliminary layout and cross section, our scope of work covers recommendation of wall type and potential impacts to right-of-way. It is assumed that the contractor as part of the bid package will be required to provide signed and sealed wall plans and the applicable global stability analyses documents. 2.12.5 Pavement Design Services The consultant will provide recommendations for full pavement design, asphalt and Portland cement concrete including subgrade preparation, aggregate subbase thicknesses and drainage design options, as applicable. Design calculations will be provided based on ESAL’s, traffic volumes, and vehicle types provided by the City and/or Olsson design teams. 2.13 Drainage Study 2.13.1 Hydrologic & Hydraulic Analysis The Consultant shall design open and closed drainage systems in accordance with the most current edition of the Omaha Regional Stormwater Design Manual. To the extent possible recent drainage studies that have been completed in the area shall be used to identify flow characteristics at existing structures. The Consultant will evaluate both upstream and downstream drainage impacts as part of the overall project drainage design. The existing storm sewers and roadway ditches along 108th Street will be analyzed for time to peak and peak discharge. Similarly, a proposed plan which will evaluate the entire drainage system for the proposed roadway will be analyzed. Both existing and proposed will evaluated the downstream system to existing outfalls and a minimum of one pipe upstream. The existing major cross road structures/culverts will be analyzed to approximate their existing maximum capacities. These capacities will be evaluated for 10, 50, and 100-year flood events to determine how adding additional impervious area from the new road might affect drainage. Potential roadway overtopping events from contributing drainage areas will be evaluated for the 50 and 100-year flood events using available HEC-HMS modeling from FEMA’s Flood Insurance Study. Peak flood flows will be compared against available existing maximum pipe and inlet capacities to determine if additional conveyance is necessary to prevent road overtopping or adverse upstream or downstream impacts. OPW51810 – 108th Street – Burt to Decatur Exhibit B 10 2.13.2 Sustainable Design/Water Quality Features As part of the drainage analysis, the Consultant shall identify and develop preliminary concepts for sustainable design features that may be incorporated into the project. These may include bio-swales and bio-retention features, or manufactured systems that can be used in conjunction with the final drainage design for the project. Preliminary opinions of cost and design considerations will be included in the technical memo. Detailed design, if sustainable solutions are incorporated in the bid documents, will be added by amendment upon approval by the City. 2.14 Assumptions & Deliverables Section 2 Assumptions · The City shall complete/update turning movement counts for the intersections of Decatur Street and 108th Street, Burt Street and N 108th Avenue, Burt Street and 108th Cir, Nicholas Street/North Mill Rd and 108th Street, Charles Street and 108th Street, Seward Street and 108th Street, Franklin Street and 108th Street, Mill Valley Road & 108th Avenue, and W Dodge Frontage Road N and 108th Avenue if required/determined by the Consultant and City Project Managers. The counts shall include data for vehicles, trucks, transit vehicles, bicycles, and pedestrians so that it supports the multimodal alternatives analysis that will be completed for the project. Counts shall be completed on a Tuesday, Wednesday or Thursday for the AM, Midday, and PM peak hours. · The sewer video and evaluation includes the storm sewer and sanitary sewer within the 108th Street corridor · The Consultant will provide flag or signal men and/or traffic control. The intent is to maintain at least one open lane or turnout for through traffic during the drilling operation. · If sustainable water quality solutions are evaluated and determined to be viable the design of those features will be added to the contract by amendment. · Crash Data – five (5) years. · The Consultant will provide one round of ROW staking for appraisal efforts. Section 2 Deliverables: · The topographic survey completed by the consultant will be incorporated into the base CAD files for the project and reflected in the design plan set · Storm sewer video and evaluation memorandum · Draft and Final Alternatives Reports that document the information, analyses, coordination and public input developed throughout the process. · The City will approve one preferred alternative concept for development in the preliminary design portion of the contract. · Geotechnical Memorandum with pavement evaluation and preliminary soils information to assist in the development of walls if required and/or specialty drainage structures and green water quality features. · Drainage Report with documentation of the required drainage requirements and an evaluation of sustainable storm water solutions. · Project Initiation Checklist, Scoping Checklist, 30 Percent/Plan-in-Hand Checklist, Complete Streets Summary Memo OPW51810 – 108th Street – Burt to Decatur Exhibit B 11 3 Preliminary Design 3.1 30% Roadway Design The Consultant shall work with the City’s Project Manager to develop and complete a design criteria form. The design criteria form should include consideration for zoning or special district needs, Urban Design Review Board review, master plan conformance, drainage, noise attenuation and other structural elements as appropriate and identified in the Complete Streets Design Guideline. Some of these items may be by reference if determined appropriate by the City’s Project Manager. Any design exceptions should also be documented. The design is anticipated to be in conformance to “Nebraska Minimum Design Standards.” The Consultant shall attend a Plan-In-Hand meeting on site with the City to discuss and review the preliminary design. The Consultant shall prepare meeting minutes and document any proposed modifications as a result of the meeting. The Consultant shall prepare project base files and 30% submittal plan sheets in accordance with the City’s CADD standards for the construction of the improvements along 108th Street from Burt to Decatur streets. Plan sheets to be included in the 30% submittal include the following: · Cover Sheet · General Notes Sheets · Summary of Quantities · Typical Section Sheets · Horizontal Control Sheets · Phasing Sheets (Conceptual) · Construction & Removal Sheets (Features only) · Geometric Sheets · Roadway Plan and Profile Sheets · Striping Sheets (Features only) · Right-of-Way Sheets o Existing right-of-way and ownerships identified · Roadway Cross-Section Sheets (25-foot intervals) 3.2 Structural Design The Consultant will prepare preliminary type, size, and location plans for the retaining walls on the project, for the Contractor to design and develop specific construction documents. Based on preliminary layout and cross section, the scope of work covers recommendation of wall type and potential impacts to right-of-way. The Consultant anticipates that any structures will consist of a large block gravity wall. It is assumed that the contractor as part of the bid package will be required to provide signed and sealed wall plans. 3.3 Cost Estimate Opinions of probable construction cost (OPCC) will be completed with the deliverable packages and shall conform the AACE International Recommended Practices. The Consultant shall prepare a Class 4 estimate and include assumptions, contingency, range of expected cost and escalation for the anticipated construction year. OPW51810 – 108th Street – Burt to Decatur Exhibit B 12 3.4 Assumptions and Deliverables Section 3 Assumptions: · Design criteria will be based on preferred alternative. · Anticipated four (4) walls of approximately 300 feet in length and 5 feet in height. · 30% Plan submittal is based on deliverables matrix shown in exhibit B9. Section 3 Deliverables: · Design Criteria Form · Preliminary Construction Drawings (Plan-In Hand or 30% Design Package) · Preliminary Structural Design Report · Preliminary Drainage Study · OPCC, Class 4 · List of Anticipated Permits · ROW Strip Map · QRF/Redlines Documentation 4 Final Design 4.1 75% Road Design The Consultant shall prepare project base files and 75% submittal plan sheets in accordance with the City’s CADD standards for the construction of the improvements along 108th Street between Burt and Decatur streets. Comments received from the previous submittal shall be incorporated into the 75% submittal. Plan sheets to be included in the 75% submittal include the following: · Cover Sheet · General Notes Sheets · Summary of Quantities · Typical Section Sheets · Horizontal Control Sheets · Construction Phasing Sheets · Geometric Sheets · Removal Sheets · Construction Sheets · Roadway Plan and Profile Sheets · Retaining Wall Plan and Profile Sheets · Storm Drainage Plan and Profile Sheets · Culvert/Channel Cross-Section Sheets (If required) · Traffic Control Sheets · Signing/Striping & Interconnect Sheets · Traffic Signal Plan Sheets (If required) · Sediment and Erosion Control Sheets (SWPPP included) · Detail Sheets (preliminary) · Right-of-Way/Tract Maps with Aerial Sheets · Roadway Cross-Section Sheets OPW51810 – 108th Street – Burt to Decatur Exhibit B 13 4.2 90% Plan Submittal The Consultant shall prepare project base files and 90% submittal plan sheets in accordance with the City’s CADD standards for the construction of the improvements along 108th Street between Burt to Decatur streets. Comments received from the previous submittal shall be incorporated into the 90% submittal. Plan sheets to be included in the 90% submittal include the following: · Cover Sheet · General Notes Sheet · Summary of Quantities Sheet · Typical Section Sheets · Detail Sheets · Horizontal Control Sheets · Construction Phasing Sheets · Traffic Control Sheets · Construction & Removal Sheets · Geometric Sheets · Joints and Grades Sheets (7 intersections)(numerous private driveway access points) · Roadway Plan and Profile Sheets · Retaining Wall Plan and Profile Sheets · Retaining Wall Details · Storm Drainage Plan and Profile Sheets · Culvert/Channel Cross-Section Sheets · Sediment and Erosion Control Sheets (SWPPP included) · Traffic Signal Plan Sheets (If required) · Pavement Marking & Signing Sheets · Lighting & Interconnect Plan Sheets · Special Plan Sheets · Right-of-Way/Tract Map Sheets · Right-of-Way Sheets with Aerial · Roadway Cross-Section Sheets Construction Phasing will include the final detailed design of the preferred phasing plan for the project. The plans will detail the various phases, temporary construction, and completed construction. The Consultant will prepare the required temporary traffic plans, including traffic control, temporary pavement markings, and all required traffic control devices for the final phasing plan. This will include necessary signing for detour routes. 4.3 Cost Estimate Opinions of probable construction cost (OPCC) will be completed with the deliverable packages and shall conform the AACE International Recommended Practices. The consultant shall prepare Class 3, 2, and 1estimates as appropriate and include assumptions, contingency, range of expected cost and escalation for the anticipated construction year. OPW51810 – 108th Street – Burt to Decatur Exhibit B 14 4.4 Final Plan Submittal Following comments to the 90% plan set and the ROW negotiations the Consultant will update and submit the final PS&E plan package to the City for bidding. 4.5 Bid Support/Assistance The City shall be responsible for all reproduction and distribution of plans and specifications to prospective bidders during the bidding phase of the project. The City shall also be responsible for advertising the project for bids. The consultant will obtain permits necessary for the project as described in subsequent tasks. The Consultant will assist in preparing up-front documents and bid specifications for use in the final bid documents prepared by the City. Following the bid opening the consultant will assist in reviewing bid tabs and provide input for the City on acceptance of bids. The Consultant shall answer design related questions (RFI’s) receiving during the bidding process, through the City. The Consultant shall prepare information to support an addendum to the bidding documents if necessary during the bidding of the project to clarify the design or address questions raised. This proposal is based upon a maximum of one addendum during the bidding of the project. All information will be provided to the City for their preparation and issuance of the addendum. 4.6 Assumptions and Deliverables Section 4 Assumptions: · Each submittal is based on deliverables matrix shown in exhibit B9. Section 4 Deliverables: 75% Deliverables: • Design Criteria Form, if revised • 75% Construction Drawings • Draft Technical Specifications • Updated Structural Design Report (If necessary) • Updated Drainage Study (if necessary) • OPCC, Class 3 • Updated Permit List • QRF/Redlines Documentation 90% Deliverables: • Design Criteria Form, if revised • 90% Construction Drawings • Final Technical Specifications • OPCC, Class 2 • Updated Permit List • QRF/Redlines Documentation OPW51810 – 108th Street – Burt to Decatur Exhibit B 15 Final PS&E Deliverables: • 100% Construction Drawings • 100% Construction Specifications • OPCC, Class 1 • Updated Permit List • Permit Documents (PCSMP Permit, Grading Permit, NPDES General Permit, USACE Permits, if applicable) • QRF/Redlines Documentation • Electronic CAD files 5 Utilities and Environmental Permitting 5.1 Utility Coordination The Consultant shall provide utility coordination based on the following tasks. 5.1.1 Preliminary Design (to 30%): · The Consultant shall identify location and size of existing utilities through survey of One Call locates, obtaining as-built plans, or other means. · Prepare Utility Coordination plan (for information only) which shows all existing utilities in color following the APWA Uniform Color Code. · Coordinate with utility companies to verify location and ownership of existing facilities. · Coordinate with City of Omaha Utility Coordinator – Jon Meyer. · Identify primary conflicts between utilities and proposed design. · Host a Utility Coordination Meeting utilizing the Utility Coordination plan for the purpose of communicating the proposed project to the utility owners, identifying conflicts, and beginning relocation discussions. · Include utility representatives in the Plan-in-Hand field walkthrough as appropriate. 5.1.2 Right-of-Way Design (to 75%): · Coordinate with utility companies throughout design of enclosed storm sewer, traffic signals, retaining and noise walls, and other design elements which may impact utility facilities. · Communicate final location of all design elements which impact utilities to the utility companies utilizing the color Utility Coordination plan. (usual means is through a Utility Coordination Meeting utilizing the 75% plans) · Continue coordination with the City of Omaha Utility Coordinator · Host a Utility Coordination Meeting for the purpose of communicating the proposed project to the utility owners, identifying conflicts, and continuing relocation discussions. 5.1.3 Final Design (to 90%): · Coordinate with utility companies to obtain utility relocation information. Add proposed relocation information to the color Utility Coordination plan. · Verify no conflicts between proposed relocations and the project. · Facilitate discussions between utility companies to coordinate proposed relocations and avoid conflicts between utilities. · Coordinate utility relocation schedules with construction schedule. OPW51810 – 108th Street – Burt to Decatur Exhibit B 16 · Distribute color Utility Coordination plan (see example Utility Coordination plan provided by City) to all utilities showing existing and proposed locations overlaid on the existing and proposed project features. · Host a Utility Coordination Meeting for the purpose of communicating the proposed project to the utility owners, identifying conflicts, and continuing relocation discussions. 5.1.4 PS&E Design (to 100%): · Incorporate specific utility relocation plans and specifications into the final deliverables if entering into a joint contract agreement. · Develop Status of Utilities for inclusion in the Contract Book. · Host a Utility Coordination Meeting for the purpose of communicating the final proposed project to the utility owners, coordinating final proposed relocations. 5.2 Noise Analysis The Consultant shall complete a traffic noise study in accordance with FHWA Procedures for Abatement of Highway Traffic Noise and Construction Noise (23 CFR Part 772) and the Nebraska Department of Transportation (NDOT) Noise Analysis and Abatement Policy (October 2018) for the project. The noise analysis shall be completed using the most recent version of the Traffic Noise Model (TNM). The Noise Study report shall be prepared to include: · General information regarding the nature of noise and measurement of sound, noise abatement criteria and noise prediction method used; · Project description; · Table showing existing and future traffic counts (ADT or DHV) as well as medium and heavy truck percentages, all to be used in conjunction with TNM (this information to be provided by the City); · Field noise measurements shall be taken and shall be included in a table with location, distance from project centerline, and noise levels. Four (4) existing receivers are assumed for this scope; · Table showing the receptor ID (home address or business name if possible), distance from project centerline, modeled existing noise level (TNM results), predicted future build noise level (TNM results), Leq noise abatement criteria, specify if build situation approaches or exceeds Leq criteria; · Analysis, including a table showing scoring results of each site using NDOT Policy, and discussion of noise abatement for those impacted receivers or areas (address feasibility and reasonability criteria), For the feasibility review, City requires Consultant to consider if a barrier can be designed to the topography and existing/designed barrier can be maintained. For the reasonableness review, City requires Consultant to included complete costs, such as, utility relocation, drainage control, and right-of-way acquisition in support of constructing and maintaining a barrier, to fully evaluate the cost of noise abatement; · List of references; · Diagrams using aerials or topography maps identifying receivers adjacent to project and areas for possible noise abatement; The Consultant shall attend one meeting with the City near the outset of the study. OPW51810 – 108th Street – Burt to Decatur Exhibit B 17 5.3 Roadway Related Permitting 5.3.1 PERMIX Permits The Consultant shall prepare permit applications through the City’s PERMIX submittal site. The applicable permits are anticipated to include the Post Construction Stormwater Management Permit and Grading Permit. The development of required documentation beyond design plans and drainage reports shall be included in the effort. 5.3.2 NDEE Permits The Consultant shall prepare permit applications through the NDEE permit submittal site. The applicable permits are anticipated to include the Construction Storm Water Permit. The development of required documentation beyond design plans shall be included in the effort. Additional NDEE permits, if required, will be added by amendment upon approval by the City. 5.3.3 NDOT Permits At this time, NDOT permits to Occupy Right-of-Way are not anticipated. Preparation of NDOT permits, if required, will be added by amendment upon approval by the City. 5.4 Waters of the U.S. 5.4.1 Investigation The Consultant shall perform the determination in accordance with the U.S. Army Corps of Engineers (COE) Wetland Delineation Manual, Technical Report and the Midwest Regional Supplement to the COE Wetland Delineation Manual at each site. An on-site field investigation will also be conducted as part of this task, based on the project boundary as defined in exhibit B1. The field investigation will determine if wetlands areas in question have all three jurisdictional wetland parameters: hydrophytic vegetation, hydric soils, and wetland hydrology, and if waterways in question have Ordinary High Water Mark (OHWM). Drainage patterns and connections to other waterways will also be documented. The Consultant will delineate the Waters of the United States (WOUS) boundary according to the above referenced COE delineation manual and COE guidance on waterway boundaries. The Consultant will survey wetlands sample points, photo stations and the Waters of the United States boundary if waterways have an OHWM. 5.4.2 Investigation Report Finding will be documented in a WUS Delineation Report of each site that will include the following: · Discussion of desktop analysis · Methods of investigation · Documentation of wetland characteristics of COE Data Forms · Digital photographs of investigation area and all delineation WOUS, including wetlands · WOUS delineation map on currently available aerial photography that shows data points, photo points, and WUS boundary. · Discussion of wetland and waterway areas identified and an opinion of their jurisdictional status. OPW51810 – 108th Street – Burt to Decatur Exhibit B 18 5.5 Assumptions and Deliverables Section 5 Assumptions: · Minimum of 2 iterations on noise analysis based on incremental profile changes · Permitting and mitigation design related to wetlands is not included at this time. These services may be added by amendment if determined through the course of the project they are needed Section 5 Deliverables: · Utility coordination plan and coordination meeting minutes · Final noise analysis report · Wetland delineation report 6 Construction Phase Services Construction Phase Services are not included with this scope but can be added to the contract at the discretion of the City by Amendment. • Construction Administration – At the option of the City, the Consultant will provide construction administration services. Final Fee to be added by amendment. • Construction Observation - At the option of the City, the Consultant will provide construction observation services. Final Fee to be added by amendment • Materials Testing - At the option of the City, the Consultant will provide materials testing services. Final Fees to be added by amendment. • Construction Staking - At the option of the City, the Consultant will provide construction staking services. Final Fees to be added by amendment. • SWPPP Inspections - At the option of the City, the Consultant will provide SWPPP Inspection services. Final Fees to be added by amendment. • Public Engagement – At the option of the City, the Consultant will provide public engagement services during the construction phase. Final Fees to be added by amendment. 7 Post Construction Services The Consultant will provide the City bid level drawings proceeding construction in AutoCAD and PDF format. The Consultant will also provide a GIS layer for the sewer lines proposed for installation or modification as part of the proposed construction. 8 Public Involvement 8.1 Public Involvement Plan The Consultant will develop a public involvement plan for review and approval by project team members. The plan should include dates of anticipated meetings, anticipated forms of communication with the public (i.e. website, newsletter, door hangers, etc.), and a database of adjacent property owners and other project stakeholders. All Information to be sent to the public or posted to the web shall be reviewed by the City Project Manager prior to distribution. The information will be submitted for review prior to publication. OPW51810 – 108th Street – Burt to Decatur Exhibit B 19 The Consultant shall collaborate with the City to develop and maintain a Public Involvement Plan (PIP) for project development activities and procedures. PIP may include the following: · Project Brand / Logo (If desired by the City) · Project Schedule & Key Public Involvement Schedule · Engagement Strategy · Communications Tools · Media Relations / Scheduled Project Updates · Comment Management · Public Involvement Reporting 8.2 Public Outreach Letter (3) Consultant and City staff will develop three (3) public outreach letters, one at the beginning of the project to inform homeowners along the project corridor of the planned project and pending survey activities. A second letter regarding project schedule, planned public meetings and other key project specifics. A third letter will be completed prior to construction to inform the public of the upcoming construction project, construction schedule, and possible construction phases if known. 8.3 Public Meetings (3) The Consultant will schedule, arrange, and facilitate three (3) public meetings to be held in conjunction with the Alternatives Analysis, after the review of 75% Design, and in advance of Construction. The Consultant shall draft a newspaper notice of the public meeting to be reviewed by the City Project Manager, who will follow local publishing and posting requirements. The City Project Manager will coordinate and publish the notices with the Omaha World-Herald. The notice of the public meetings will be provided to the City Project Manager 21 days prior to the event. The City will be responsible for coordinating the Dynamic Messaging Signs (DMS) for the public meetings. The consultant will prepare mailers or door hangers prior to each meeting and distribute them no less than 10 business days prior to the meetings. During the public meeting, City staff and the Consultant will be available to answer questions and receive comments. The Consultant will provide and maintain a sign-in list and comment forms for the public meetings and prepare a written summation of the oral and written comments received. The Consultant shall coordinate necessary follow-up after each of the public meetings. 8.4 Key Stakeholder Outreach Consultant and City staff will identify key project stakeholders for participation in focus group meetings prior to public meetings. Key stakeholders for this project include individual property owners along the 108th Street Corridor, business owners near 108th Street and list Specific Stakeholders. The Consultant will develop and distribute an initial introduction letter to key stakeholders and adjacent properties to introduce the project and to communicate that work on the project will be proceeding. The Consultant shall be responsible for distributing meeting invitations, coordinating meeting locations, facilitating, and preparing meeting minutes. It is anticipated that key stakeholders will be engaged prior to each public meeting to obtain feedback, measure project and alternative acceptance and build support prior to full public release. It is anticipated that up to five (5) individual or group meetings will be held between the first and second public meetings. OPW51810 – 108th Street – Burt to Decatur Exhibit B 20 8.5 Key Stakeholder Outreach Follow Up Consultant and City staff will identify key project stakeholders for participation in follow up meetings after the second public meeting. The Consultant shall be responsible for distributing meeting invitations, coordinating meeting locations, facilitating, and preparing meeting minutes. It is anticipated that key stakeholders will be engaged prior to each public meeting to obtain feedback, measure project and alternative acceptance and build support prior to full public release. It is anticipated that up to five (5) individual or group meetings will be held between the second and third public meetings. 8.6 Elected Officials Briefing (3) At the request of the City Project Manager, the Consultant will attend three (3) City Council meetings or meet directly with elected officials to report on project progress and answer questions. The Consultant will prepare elected official project briefing books twice during the project at times determined by the City Project Manager. 8.7 Database and Comment Response Facilitation The Consultant will develop and maintain a database of project stakeholders to include residents, property owners, organizations, agencies, City officials, project team members and other parties who may be interested in or impacted by the project. The database shall identify stakeholder names, telephone numbers, addresses, tract numbers, conversation dates and other pertinent information. A copy of the database shall be provided to the City, if requested. The Consultant will also serve as the point of contact for public involvement and information and will keep a record of public contacts and inquiries regarding this project. The Consultant will develop a protocol that identifies policies and procedures for project related communication. The Consultant will prepare a comment matrix for comments received and provide the City with draft responses for review and approval. 8.8 Web Support/Materials Development The Consultant will provide to the City an electronic copy of display boards and handouts that will be presented at each public meeting for use on the Keep Omaha Moving website or on other media channels as the City deems appropriate. 8.9 Visualization Materials Development The Consultant will prepare visualization materials, such as isometric renderings and fly through videos, for use in presentations to the public and stakeholders. These are anticipated to be prepared based on the 90% design modeling completed in the design tasks. OPW51810 – 108th Street – Burt to Decatur Exhibit B 21 8.10 Assumptions and Deliverables Section 8 Assumptions · The City shall be responsible for the posting of public notices in the Omaha World Herald · The City shall be responsible for the coordination and posting of DMS’s prior to each of the public meetings Section 8 Deliverables · Develop and maintain a PIP. · Develop, coordinate, and provide minutes for up to 10 key stakeholder meetings over the course of the project. · Develop three (3) informational brochures/handouts for the public meetings and for posting on Keep Omaha Moving website. · Develop key talking points documents for all staff attending the three public meetings. · Development of public notices for each public meeting. The City shall submit/coordinate posting of the notices in the Omaha World Herald. · Develop and maintain a contact/comments database and coordinate responses. 108th Street - Burt to Decatur Lim its of Survey Topographic Boundary Legend 108th - Decatur to Burt Roadway Survey boundary 1000 ft N➤➤N© 2019 Google© 2019 Google OAKBROOK CHANNEL OUTFALL REPAIR PHASE II FIGURE 1 SURVEY RECOMMENDATIONS 0 300Scale in Feet O THIS FIGURE WAS PREPARED FOR GRAPHICAL PURPOSES AND SHOULD NOT BE RELINED ON FOR DETAILEDMEASUREMENTS, ANALYSIS, OR DESIGN. Item 1 Bed Profile SurveyUpstream Limit(Oakbrook Channel) Item 1 Upstream Limit(Tributary) Item 1 Downstream Limit Item 2Full Channel Survey Item 5Papillion Parkway Culvert Item 4Paul Plaza Bridge Item 7Transmission Line Structure Item 6Sanitary Sewer (Exposed) Item 3Cross Section (Typical) 108th Street - Bu rt to Decatu r Lim its of Survey Topographic Boundary and Soil Boring Map Legend 108th - Decatur to Burt Roadway Survey boundary Soil Borings 1000 ft N➤➤N© 2019 Google© 2019 Google Project Name:Consultant: Olsson OPW Number:City PM: Paula Pogge State Number:Reviewer: Federal Number:Review Date: GENERAL GUIDANCE ON DELIVERABLE CONTENT REVIEW ITEM 30% 75% 90% Final Title Sheet R V V L General Information Sheets -R V L Summary of Quantities - -R L Typical Sections R R, L V V Wetland Sheets R, L V V V Horizontal Control R, L V V V Phasing Plans *R L V Construction & Removal (separate sheets if necessary)*R L V Geometrics & Joints R L V V Elevations - x R, L V Plan & Profile R L V V Driveway Plan & Profile x R, L V V Drainage R L V V Drainage Profiles -R, L V V Temporary Traffic Control Plans -R R, L V Signing, Striping, Interconnect *R L V Traffic Signal Sheets x R L V Erosion & Sediment Control -R L V Joint Utility Work - x R, L V Intersection Plan & Details - x R, L V Major Structure Plans & Details -R L V Detail Sheets - x R, L V SWPPP Sheets -R L V Right-of-Way Plans x R, L V V Roadway Cross-Sections R R L V R = Primary focus of review L = Locked at this submittal V = Verify no changes and/or comments addressed from previous review x = Awareness only 108th Street - Burt to Decatur 51810 - - Sheet Purpose: This tab attempts to mimic the Deliverable Matrix found in the City of Omaha's internal Quality Management Plan Comments / Notes Include Phasing overview at 30% Include Construction sheets at 30% Include Geometrics only at 30% Only if unique geometry vastly different from standard plate P&P format Includes temporary pavement marking Include Striping at 30% Identify pole and cabinet locations at 30% EXHIBIT “C” BREAKDOWN OF COSTS EXHIBIT C Project Name: Project Number: Control Number: Location (City, County): Firm Name: Consultant Project Manager: Phone/Email: LPA Responsible Charge: Phone/Email: Date: Rate Amount Personnel Classification $80.77 $3,392.34 $62.02 $27,226.78 $61.54 $430.78 $37.53 $7,168.23 $62.21 $25,257.26 $40.91 $33,934.85 $30.74 $37,241.51 $31.41 $23,369.04 $20.46 $10,066.32 $21.13 $3,740.01 $48.96 $2,007.36 $43.42 $1,563.12 $41.06 $3,202.68 $50.48 $3,786.00 $52.00 $19,240.00 $40.57 $6,491.20 $26.07 $10,063.02 TOTALS $218,180.50 Amount Subconsultants $56,820.00 Printing and Reproduction:$5,750.00 Mileage/Travel:$1,128.50 Other Miscellaneous Costs:$12,419.74 TOTALS $76,118.24 Total Project Costs:Amount Direct Labor Costs $218,180.50 Overhead @ 184.120%$401,713.93 Total Labor Costs $619,894.43 Fixed Fee @ 12.00%$74,387.33 Direct Expenses $76,118.24 PROJECT COST $770,400.00 Survey Crew (2 Person)370 Graphic Designer 160 Project Cost N/A OPW 51810 City of Omaha 108th Street Improvements (Burt to Decatur) Paula Pogge Tony Egelhoff Omaha, Douglas County Olsson Registered Land Surveyor Communications Coordinator 42 7 Principle Senior Environmental Scientist 386 492 177 75 Administrative Senior Designer/Technician Engineer Intern Project Engineer Designer/Technician Senior Project Engineer 829.5 1211.5 439 Direct Expenses: 5685 (402) 444-3628 / paula.pogge@cityofomaha.org (402) 938-2421 / tegelhoff@olsson.com 744 191 406 36 78 Environmental Scientist Project Manager February 11, 2020 Direct Labor Costs:Hours Geotechnical Engineer Structural Engineer Water Resources Engineer 41 EXHIBIT C Project Name: Project Number: Control Number: Location (City, County): Firm Name: Consultant Project Manager: Phone/Email: LPA Responsible Charge: Phone/Email: Date: Overhead Fixed Fee 184.12%12.00% 527 $49,330.26 $9,134.73 $85,257.43 1,120 $91,947.96 $17,026.45 $158,913.57 575 $38,485.79 $7,126.60 $66,514.96 Task 4. Final Design 2,024 $130,275.09 $24,123.68 $225,154.30 438 $32,193.38 $5,961.41 $55,639.79 58 $2,639.88 $488.84 $4,562.50 943 $56,841.56 $10,525.63 $98,239.21 Direct Expenses $76,118.24 5685 $401,713.93 $74,387.33 $770,399.99 Labor Costs:Amount Code Classification Title PM Project Manager $3,392.34 APM Assistant Project Manager $27,226.78 SENV Senior Environmental Scientist $430.78 ENV Environmental Scientist $7,168.23 SPE Senior Project Engineer $25,257.26 PE Project Engineer $33,934.85 EI Engineer Intern $37,241.51 SDES Senior Designer/Technician $23,369.04 DES Designer/Technician $10,066.32 ADM Administrative $3,740.01 GPE Geotechnical Engineer $2,007.36 SE Structural Engineer $1,563.12 WPE Water Resources Engineer $3,202.68 RLS Registered Land Surveyor $3,786.00 SVC Survey Crew (2 Person)$19,240.00 GD Graphic Designer $6,491.20 COM Communications Coordinator $10,063.02 WM/DD Webmaster / Database Developer TOTALS $218,180.50 CLASSIFICATIONS*: PM =Project Manager EI =Engineer Intern WPE =Water Resources Engineer APM =Assistant Project Manager SDES =Senior Designer/Technician RLS =Registered Land Surveyor SENV =Senior Environmental Scientist DES =Designer/Technician SVC =Survey Crew (2 Person) ENV =Environmental Scientist ADM =Administrative GD =Graphic Designer SPE =Senior Project Engineer GPE =Geotechnical Engineer COM =Communications Coordinator PE =Project Engineer SE =Structural Engineer WM/DD =Webmaster / Database Developer Labor Cost by Task Total Project Cost February 11, 2020 City of Omaha 108th Street Improvements (Burt to Decatur) Omaha, Douglas County N/A Total Hours OPW 51810 Tony Egelhoff Olsson Paula Pogge (402) 938-2421 / tegelhoff@olsson.com TOTAL (402) 444-3628 / paula.pogge@cityofomaha.org Task 1. Project Management & Meetings Task 8. Public Involvment Tasks Task 7. Post Construction Services Task 2. Alternatives Analysis Task 3. Preliminary Design Task 5. Utilities and Environmental Permitting Task 6. Construction Phase Services-To Be Added by Amendment Direct Labor Cost 191 406 439 7 Hours 42 $21.13 $48.96 744 492 830 1212 5685 Labor Rates 2020 Pay Rates $80.77 $62.02 $61.54 $37.53 $62.21 $40.91 $30.74 $31.41 $20.46 160 386 $40.57 $26,792.45 $26.07 75 370 $50.48 $52.00 36 78 $43.42 $41.06 177 41 $218,180.50 $49,939.15 $20,902.56 $70,755.54 $17,485.00 $1,433.78 $30,872.02 EXHIBIT C Project Name: Project Number: Control Number: Location (City, County): Firm Name: Consultant Project Manager: Phone/Email: LPA Responsible Charge: Phone/Email: Date: PR PM SENV ENV SENG PE EI SDES DES ADM GPE SE WPE RLS SVC GD COM Total 527 1.1 Project Management Plan 1 8 1 1 2 2 15 1.2 General Project Meetings (40)16 60 4 60 60 4 4 4 4 216 1.3 General Project Management 248 48 296 1120 2.1 Site Inspections 2 8 8 4 4 2 2 30 2.2 Data Collection and Review 8 8 8 8 4 36 2.3 Survey 2.3.1 Roadway Topo Survey 70 45 250 365 2.3.2 Oakbrook Channel Topo Survey 32 15 80 127 2.3.3 ROW Staking 10 5 40 55 2.4 Right-of-Way Design (See Prelim and Final Design ROW tasks) 2.4.1 Right-of-Way Base Map 2.4.2 Right-of-Way Plans 2.5 Sewer Video/Evaluation 1 4 1 6 2.6 Development of Alternatives Matrix 1 8 2 1 12 2.7 Complete Street Analysis 2 12 14 2.8 Multimodal Operations Analysis 12 12 2.8.1 Existing Traffic Analysis 1 2 8 8 19 2.8.2 Traffic Forecasting 1 2 8 8 19 2.8.3 Future Multimodal Analysis 1 2 8 8 19 2.8.4 Signal Warrant Analysis 1 2 4 7 2.9 Development of Alternatives 1 2 1 1 8 32 24 48 32 149 2.10 Draft Alternatives Report 1 2 32 8 8 1 52 2.11 Final Alternatives Report 1 2 12 8 8 1 32 2.12 Geotechnical Investigation 2.12.1 Field Exploration 1 1 2.12.2 Laboratory Services 1 1 2.12.3 Geotechnical Analysis & Report 1 2 15 3 18 39 2.12.4 Retaining Wall Design Services 2.12.5 Pavement Design 15 15 2.13 Drainage Study 2.13.1 Hydraulic / Hydrologic Analysis 2 4 64 70 2.13.2 Sustainable Design / Water Quality Features 4 20 8 8 40 575 3.1 30% Roadway Design Plan-in-Hand Mtg and Documentation 2 4 2 2 10 Cover Sheet 1 2 3 Typical Section Sheets 2 4 8 8 4 26 General Notes Sheets 1 1 2 2 6 Horizontal Control Sheets 2 4 4 8 18 Construction Phasing Sheets (Conceptual)2 4 4 8 18 Geometric Sheets (Includes Design)1 2 24 40 24 16 107 Removal Sheets 2 8 8 8 8 34 Construction Sheets 2 8 8 8 8 34 Roadway Plan and Profile Sheets (Includes Design) 1 2 16 20 16 4 59 Striping Sheets 8 16 24 Right-of-Way Sheets (Ownership plans) (In Subtask 2.4)2 4 12 12 30 Roadway Cross Sections Sheets/Earthwork (Includes Modeling) 1 2 24 32 24 8 91 QA/QC 2 40 42 3.2 Structural Design 1 2 2 24 24 53 3.3 Cost Estimate (AACE Class 4)2 2 4 4 8 20 2024 4.1 75% Plan Submittal Cover Sheet 1 2 3 Typical Section Sheets 1 2 6 4 13 General Notes Sheets 1 1 2 4 8 Horizontal Control Sheets 1 1 2 4 8 Construction Phasing Sheets (Prelim Design)2 16 24 24 8 74 Geometric Sheets 2 4 12 8 4 30 Removal Sheets 2 4 16 16 8 46 Construction Sheets 2 4 16 16 8 46 Roadway Plan and Profile Sheets 1 4 8 8 4 25 Retaining Wall Plan & Profile (includes Design) (Subtask 2.12.4)2 8 16 16 4 46 Storm Drainage Plan and Profile Sheets (Includes Design)4 24 80 56 24 188 Culvert/Box Cross Section Sheets 1 2 8 4 15 Traffic Control Sheets 2 8 12 12 34 Sediment and Erosion Control Sheets 2 2 12 12 28 Traffic Signal & Striping Sheets 4 16 32 52 Detail Sheets Right-of-Way/Tract Map Sheets (Subtask 2.4)2 8 8 40 12 8 78 Roadway Cross Sections Sheets/Earthwork (Includes Modeling)2 8 24 16 8 58 Cost Estimate (AACE Class 3)1 2 4 16 8 8 39 QA/QC 4 40 44 Consultant's Estimate of Hours TASKS PERSONNEL CLASSIFICATIONS** February 11, 2020 N/A OPW 51810 City of Omaha 108th Street Improvements (Burt to Decatur) Omaha, Douglas County Olsson (402) 938-2421 / tegelhoff@olsson.com Paula Pogge Tony Egelhoff (402) 444-3628 / paula.pogge@cityofomaha.org Task 1. Project Management & Meetings Task 2. Alternatives Analysis Task 3. Preliminary Design Task 4. Final Design EXHIBIT C PR PM SENV ENV SENG PE EI SDES DES ADM GPE SE WPE RLS SVC GD COM TotalTASKSPERSONNEL CLASSIFICATIONS** 4.2 90% Plan Submittal Cover Sheet 0.5 0.5 2 3 Typical Section Sheets 1 2 4 7 General Notes Sheets 1 4 4 9 Detail Sheets 4 12 20 32 8 76 Horizontal Control Sheets 0.5 1 2 3.5 Construction Phasing Sheets (Final Design)4 8 28 24 4 68 Traffic Control Sheets 4 16 24 24 68 Geometric Sheets 4 4 8 8 8 32 Joints and Grades Sheets 4 24 40 40 20 128 Removal Sheets 2 8 12 4 8 34 Construction Sheets 2 8 12 4 8 34 Roadway Plan and Profile Sheets 2 4 8 8 22 Retaining Wall Plan & Profile 2 8 12 8 4 4 38 Retaining Wall Details 0.5 4 4 8.5 Storm Drainage Plan and Profile Sheets 2 16 30 24 6 78 Culvert/Box Cross Section Sheets 1 2 2 4 9 Sediment and Erosion Control Sheets 2 2 30 24 6 64 Traffic Signal & Striping Sheets 4 8 16 28 Lighting & Interconnect Plan Sheets 2 40 48 8 98 Special Plan Sheets 8 16 40 12 4 80 Right-of-Way/Tract Map Sheets (In Subtask 2.4)1 2 8 8 4 2 25 Roadway Cross Sections Sheets 2 8 12 12 12 46 Cost Estimate (AACE Class 2)1 2 8 8 4 4 27 QA/QC 2 40 42 4.3 Final Plan Submittal Address Comments for Final Plans 2 8 60 70 Cost Estimate (AACE Class 1)1 2 16 16 4 39 QA/QC 1 24 25 4.4 Bid Support/Assistance Bid Tabs 1 1 2 4 Answer Design Questions 1 2 4 4 11 Prepare Addenda 2 4 4 2 12 438 5.1 Utility Coordination 5.1.1 Preliminary Design (to 30%)2 8 8 18 5.1.2 Right-of-Way Design (to 60%)4 20 16 40 5.1.3 Final Design (to 90%)4 20 16 40 5.1.4 PS&E Design (to 100%)2 8 8 18 5.2 Noise Study 10 120 10 24 32 4 200 5.3 Roadway Related Permitting 5.3.1 PERMIX Permits 4 32 36 5.3.2 NDEE Permits 12 12 5.4 Waters of the U.S. 5.4.1 Investigation 2 20 22 5.4.2 Investigation Report 4 48 52 58 Record Drawings in ACAD & PDF Format 1 4 32 37 GIS Sewer Layer File 1 4 16 21 943 7.1 Public Involvment Plan 1 2 8 11 7.2 Public Outreach Letters 8 40 48 7.3 Public Meetings (3)6 16 6 16 6 16 16 80 162 7.4 Key Stakeholder Outreach 2 16 8 8 8 80 122 7.5 Key Stakeholder Outreach Follow Up 8 2 2 2 40 54 7.6 Elected Officials Briefings (3)6 2 40 40 88 7.7 Comment Response Facilitation 8 16 8 8 80 120 7.8 Web Support/Materials Development 4 2 8 20 20 8 120 8 190 7.9 Visualization Materials 2 24 120 2 148 42 439 7 191 406 829.5 1212 744 492 177 41 36 78 75 370 160 386 5685 5.3 54.9 0.9 23.9 50.8 103.7 151.4 93.0 61.5 22.1 5.1 4.5 9.8 9.4 46.3 20.0 48.3 710.6 CLASSIFICATIONS*: PR = Principle EI = Engineer Intern WPE = Water Resources Engineer PM = Project Manager SDES = Senior Designer/Technician RLS = Registered Land Surveyor SENV = Senior Environmental Scientist DES = Designer/Technician SVC = Survey Crew (2 Person) ENV = Environmental Scientist ADM = Administrative GD = Graphic Designer SPE = Senior Project Engineer GPE = Geotechnical Engineer COM = Communications Coordinator PE = Project Engineer SE = Structural Engineer WM/DD = Webmaster / Database Developer ** For User-Defined Classifications, you will need to edit the Classifications Legend located above. To enter a new classification, replace "UD1" with its abbreviation (ex. GRA) and replace "User Defined 1" with the corresponding title (ex. Graphic Artist). Once the user-definitions are added, they will self-populate the Estimate of Hours table, as well as the remaining sheets. Task 8. Public Involvment Task 7. Post Construction Services Total Hours Total Days (8 hrs) Task 5. Utilities and Environmental Permitting Task 6. Construction Phase Services-To Be Added by Amendment EXHIBIT C Project Name: Project Number: Control Number: Location (City, County): Firm Name: Consultant Project Manager: Phone/Email: LPA Responsible Charge: Phone/Email: Date: Quantity Unit Cost Amount 1 $54,700.00 1 $2,120.00 $56,820.00 Quantity Unit Cost Amount 6000 $0.15 $900.00 600 $1.50 $900.00 1000 $0.15 $150.00 1200 $0.50 $600.00 1200 $1.00 $1,200.00 30 $40.00 $1,200.00 800 $1.00 $800.00 $5,750.00 Quantity Unit Cost Amount 20 trips to City Offices (15 mi/trip)300 $0.58 $172.50 4 trips to Project Site (20 mi/trip)80 $0.58 $46.00 20 trips for PI Meetings (20mi/trip)400 $0.58 $230.00 20 trips for Stakeholder Meetings (20mi/trip)400 $0.58 $230.00 6 trips to Project Site (20 mi/trip)600 $0.75 $450.00 $1,128.50 Quantity Unit Cost Amount 1 $519.74 Geotechnical Field Exploration 1 $10,000.00 1 $1,400.00 1 500 $500.00 $12,419.74 $76,118.24 1,200 color copies (11"x17") @ $1.00/sheet Subtotal Subtotal Survey Materials Other Miscellaneous Costs: Miscellaneous Postage, Mailing, Deliveries Etc. Personal Vehicle Mileage TOTAL DIRECT EXPENSES Survey Vehicle Mileage Direct Expenses Subtotal Subconsultants Trekk Design Group-Sewer video & evaluation Printing and Reproduction: OPW 51810 Omaha, Douglas County River City Barricades-Geotech Traffic Control Olsson 300 sheets - 34"x22" plan sheets plotted 2 times @ $1.50/sheet 1,000 black & white copies (8.5"x11") @ $0.15/sheet 1,200 color copies (8.5"x11") @ $0.50/sheet 300 sheets - 11"x17" half size plan sheets plotted 20 times @ $0.50/sheet City of Omaha 108th Street Improvements (Burt to Decatur) Paula Pogge (402) 938-2421 / tegelhoff@olsson.com Tony Egelhoff Mileage/Travel: (402) 444-3628 / paula.pogge@cityofomaha.org N/A Subtotal February 11, 2020 30 Display Boards (24"x36") @ $40.00/board 800 color copies (11"x17") @ $1.00/sheet Geotechnical Lab Services EXHIBIT C Project Name: Project Number: Control Number: Location (City, County): Firm Name: Consultant Project Manager: Phone/Email: LPA Responsible Charge: Phone/Email: Date: Sheet Count Assumptions Scale Final # Cover Sheet NA 1 General Notes NA 2 Summary of Quantities NA 1 Typical Sections NA 3 Detail Sheets NA 4 Horizontal Control Sheets NA 1 Construction Phasing Sheets 50 scale 12 Up to 3 phases Traffic Control Sheets 50 scale 12 Up to 3 phases Geometric & Joints Sheets 20 scale 8 6 mainline & 2 sideroads Elevations Sheets 20 scale 8 6 mainline & 2 sideroads Removal Sheets 20 scale 8 6 mainline & 2 sideroads Construction Sheets 20 scale 8 6 mainline & 2 sideroads Drainage Plan Sheets 20 scale 8 6 mainline & 2 sideroads Roadway Plan & Profile Sheets 50 scale 7 3 mainline, up to 4 Sidestreets Retaining Wall Plan & Profile Sheets 20 scale 5 Storm Drainage Plan & Profile Sheets 20 scale 15 mainline & laterals Culvert/Box Culvert Cross Section Sheets 10 scale 2 Sediment and Erosion Control Sheets 20 scale 10 6 mainline & 2 sideroads, plus 2 SWPPP Traffic Signal and Interconnect Sheets 20 scale 8 Pavement Marking & Signing Sheets 20 scale 8 Special Plan Sheets NA 10 Right-of-Way Sheets 50 scale 3 Right-of-Way Tracts with Aerial 20 scale 8 Roadway Cross Section Sheets 10 scale 42 Total 194 2/11/2020 Assumptions and Notes Olsson Tony Egelhoff (402) 938-2421 / tegelhoff@olsson.com Paula Pogge (402) 444-3628 / paula.pogge@cityofomaha.org Assumptions - Notes City of Omaha 108th Street Improvements (Burt to Decatur) OPW 51810 N/A Omaha, Douglas County EXHIBIT "D" SCHEDULE OF WORK