RES 2022-0466 - PSA with JEO Consulting Group for OPW 54061 - 205th Street and Cumberland Drive Projectservices as defined in Exhibit “B” not meeting this standard without additional compensation.
H.Subsurface Investigations.In soils,foundation,groundwater,and other subsurface investigations,
the actual characteristics may vary significantly between successive test points and sample
intervals and at locations other than where observations,exploration,and investigations have been
made.Because of the inherent uncertainties in subsurface evaluations,changed or unanticipated
underground conditions may occur that could affect total PROJECT cost and/or execution.These
conditions and cost/execution effects are not the responsibility of Provider.
I.Provider's Personnel at Construction Site (where applicable)
i.The presence or duties of Provider's personnel at a construction site,whether as onsite
representatives or otherwise,do not make Provider or Provider's personnel in any way
responsible for those duties that belong to City and/or the construction contractors or
other entities,and do not relieve the construction contractors or any other entity of their
obligations,duties,and responsibilities,including,but not limited to,all construction
methods,means,techniques,sequences,and procedures necessary for coordinating and
completing all portions of the construction work in accordance with the construction
Contract Documents and any health or safety precautions required by such construction
work.
ii.Provider and Provider's personnel have no authority to exercise any control over any
construction contractor or other entity or their employees in connection with their work
or any health or safety precautions and have no duty for inspecting the health or safety
deficiencies of the construction contractor(s)or other entity or any other persons at the
site except Provider's own personnel.
iii.The presence of Provider's personnel at a construction site is for the purpose of providing
to City a greater degree of confidence that the completed construction work will conform
generally to the construction documents and that the integrity of the design concept as
reflected in the construction documents has been implemented and preserved by the
construction contractor(s).Provider neither guarantees the performance of the
construction contractor(s)nor assumes responsibility for construction contractor's failure
to perform work in accordance with the construction documents.
For this AGREEMENT only,construction sites include places of manufacture for materials
incorporated into the construction work,and construction contractors include manufacturers of
materials incorporated into the construction work.
J.Construction Progress Payments.Where construction phase services are provided;
recommendations by Provider to City for periodic construction progress payments to the
construction contractor(s)will be based on Provider's knowledge,information,and belief from
selective sampling that the work has progressed to the point indicated.Such recommendations
do not represent that continuous or detailed examinations have been made by Provider to
ascertain that the construction contractor(s)have completed the work in exact accordance with
the construction documents;that the final work will be acceptable in all respects;that Provider
has made an examination to ascertain how or for what purpose the construction contractor(s)
have used the moneys paid;that title to any of the work,materials,or equipment has passed to
City free and clear of liens,claims,security interests,or encumbrances;or that there are no other
matters at issue between City and the construction contractors that affect the amount that should
be paid.
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K.Record Drawings.Record drawings,if required,will be prepared,in part,on the basis of
information compiled and furnished by others,and may not always represent the exact location,
type of various components, or exact manner in which the PROJECT was finally constructed.
Provider is not responsible for any errors or omissions in the information from others
that is incorporated into the record drawings.
III.DUTIES OF CITY
A.City designates Justin Zetterman,whose business address and phone number are 1819
Farnam Street,Suite 600,Omaha,Nebraska 68183,402-444-3628 as its contact person for
this project,who shall provide a notice to proceed and such other written authorizations as are
necessary to commence or proceed with the project and various aspects of it.
B.City Furnished Data.Upon request,City will provide to Provider all available/known data in
City's possession relating to Provider's services on the PROJECT.Provider will reasonably
rely upon the accuracy, timeliness, and completeness of the information provided by City.
C.Access to Facilities and Property.City will make its facilities accessible to Provider as
required for Provider's performance of its services.
D.Advertisements,Permits,and Access.Unless otherwise agreed to in the Scope of Services,
City will obtain,arrange,and pay for all advertisements for bids;permits and licenses
required by local,state,or federal authorities;and land,easements,rights-of-way,and access
necessary for Provider's services or PROJECT construction.
E.Prompt Notice.City will give prompt written notice to Provider whenever City observes or
becomes aware of any development that affects the scope or timing of Provider's Services,or
of any defect in the work of Provider or construction contractors.
F.Asbestos or Hazardous Substances.
1)If asbestos or hazardous substances in any form are encountered or suspected,Provider
will stop its own work in the affected portions of the PROJECT to permit testing and
evaluation.
2)If asbestos is suspected,Provider will,if requested and if Provider has the knowledge,
skills and ability,manage the asbestos remediation activities using a qualified
subcontractor at an additional fee and contract terms to be negotiated.
3)City recognizes that Provider assumes no risk and/or liability for a waste or hazardous
waste site originated by other than Provider.
G.Litigation Assistance.The Scope of Services does not include costs of Provider for required
or requested assistance to support,prepare,document,bring,defend,or assist in litigation
undertaken or defended by City.All such Services required or requested of Provider by City,
except for suits or claims between the parties to this AGREEMENT,will be reimbursed as
mutually agreed.
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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 $348,606.52.Detailed breakdown of costs shall be
shown in Exhibit “C”.
B.Reimbursable expenses shall be billed to the City by the Provider.Invoices billed to the City for
services by the Provider shall be limited to services performed within a single calendar year.For
agreements which span multiple calendar years,invoicing shall be separated between calendar
years.Year-end invoices (for services through December 31 of a given calendar year)shall be
submitted to the City no later than January 31 of the following calendar year.After review and
approval,City shall provide payment for reimbursable expenses on a monthly basis unless the
parties agree to some other schedule.Provider shall pay any suppliers or sub-contractors within
30 days of receipt of reimbursement from the City.
C.Errors and Omissions.Additional work that is required to be performed by Provider that is a
result of errors or omissions by Provider shall not be compensated by City.
D.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
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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.The Provider shall not be liable for any loss of profit,loss of business or any incidental,
special, indirect or consequential losses.
IX.TERMINATION OF AGREEMENT
Either party may terminate this Agreement without cause upon fifteen (15)days’notice in writing.
If either party breaches this Agreement,the non-defaulting party may terminate this Agreement
after giving seven (7)days’notice to remedy the breach.On termination of this Agreement,the City
shall forthwith pay Provider for the services performed 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,
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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.Authorization to Proceed.Execution of this AGREEMENT by City will be authorization for
Provider to proceed with the work, unless otherwise provided for in this AGREEMENT.
G.Force Majeure.Provider is not responsible for damages or delay in performance caused by
acts of God,strikes,lockouts,accidents,or other events beyond the control of Provider.In
any such event, Provider ’s contract price and schedule shall be equitably adjusted.
H.Intellectual Property.City acknowledges and agrees that in the performance of the
development service,Provider may utilize its proprietary data,concepts,methods,techniques,
processes,protocols,ideas,inventions,know-how,trade secrets,algorithm,software,works
of authorship,software and hardware architecture,databases,tools,other background
technologies and standards of judgment that Provider developed or licensed from third parties
prior to the Effective Date (the “Pre-Existing Technology”).
Subject to the terms and conditions of this AGREEMENT,Provider hereby grants to City a
non-exclusive,non-transferable,royalty-free license under Provider ’s Intellectual Property
Rights to utilize the Pre-Existing Technology for the purpose of the City Project.
City shall not,and shall not allow any third party to:(i)modify or otherwise create derivative
works of the Pre-Existing Technology;(ii)use the Pre-Existing Technology for any other
purpose,other than the City Project;(iii)make,have made,use,reproduce,license,display,
perform,distribute,sell,offer for sale,service,support,or import any product that
incorporates,embodies and/or is based upon the Pre-Existing Technology;(iv)sublicense,
distribute or otherwise transfer to a third party any of the Pre-Existing Technology by itself or
as incorporated into software or hardware;or (v)reverse engineer,disassemble,decompile or
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attempt to derive the source code or underlying ideas or algorithms of the Pre-Existing
Technology. Any additional use of the Pre-Existing Technology shall require a separate
written license agreement.
I.Suspension,Delay,or Interruption of Work.City may suspend,delay,or interrupt the
Services of Provider for the convenience of City.In such event,Provider's contract price and
schedule shall be equitably adjusted.
J.No Third Party Beneficiaries.This Agreement gives no rights or benefits to anyone other
than City and Provider and has no third- party beneficiaries.
K.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.
L.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.
M.Assignment.The Provider may not assign its rights under this Agreement without the
express prior written consent of the City.
N.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.
O.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.
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P.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.
Q.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.
R.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.
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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.
S.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.
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EXHIBIT “A”
RESERVED
EXHIBIT “B”
SCOPE OF SERVICES
EXHIBIT B
Scope of Services
OPW 54061
205th Street and Cumberland Drive Intersection Improvements
EXHIBIT B
City of Omaha Public Works Department
205th Street and Cumberland Drive
Project No. OPW 54061
Project Description
The City of Omaha (City) Public Works Department is preparing for the reconstruction of Cumberland
Drive at 205th Street. A traffic study was completed at the project intersection, resulting in the
construction of a roundabout being recommended. Continued traffic engineering support will be
provided to further refine roundabout geometry. Design refinements will be required to accommodate a
final design vehicle (potentially WB-67) and new property improvements constructed in the southwest
quadrant of 205th Street and Cumberland Drive and future development of the ground in the northwest
quadrant that is currently in conceptual design by others. The roadway shall also be evaluated for
construction of sidewalks meeting current ADA standards. The design shall include construction phasing,
access accommodations, and temporary traffic control plans. A drainage study shall be completed as part
of the roadway improvements. Communication shall occur with those utility companies that may have
services in the construction area. Public involvement has been and will be a key part of the design process
to keep the public informed on the status of the improvements and the start of construction. See
Appendix A for a summary of primary scope elements within the project.
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; City of Omaha Wastewater Collection Systems Design Manual, 2019; AASHTO Roadside
Design Guide, 4th Edition, 2011; Board of Public Roads Classifications & Standards, Nebraska Minimum
Design Standards, 2016, Omaha Regional Stormwater 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. A detailed Design Schedule utilizing Microsoft Project shall be constructed and updated
throughout the design process, see Exhibit D for an anticipated preliminary submittal schedule.
Construction Engineering is not currently planned to be a part of this contract.
The proposed components of this project include:
· Pavement reconstruction
· Topographic and boundary survey
· Signing and striping
· Analysis and design of sidewalk installation
· Storm drainage upgrades and replacements
· Walls (as needed)
· Grading and erosion control
· Permitting
· Utility coordination
· Construction phasing
· Stakeholder and public outreach
OPW 54061
205th Street and Cumberland Drive
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.
· Streetlights. Streetlights are anticipated to be limited to intersection illumination. The
streetlights will be coordinated and installed by either the City or others. The City Traffic Division
will provide lighting red lined plans for drafting by the Consultant.
· Available as-built drawings
· Private development plans for currently anticipated construction projects within the project
extents which may need to be coordinated with regarding proposed construction work or
phasing constraints.
Scope of Services
1 Project Management
Project Management Plan
The Consultant shall develop and maintain a Project
Management Plan (PMP) for the 205th Street and Cumberland
Drive design project. 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
General Project Meetings
The Consultant shall schedule and conduct an estimated 22
total project meetings during the design of the project from
April 2022 to October 2022 (Note all public engagement
meetings are covered elsewhere in the scope). It is anticipated
that 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, two constructability review meeting,
and two construction phasing meetings. The remaining
meetings will be scheduled approximately biweekly from the kickoff to 90% submittal or 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. Constructability meetings will be focused on proper bid
item and construction components of the proposed work, whereas phasing meetings will be temporary
traffic routing and access focused, involving more traffic staff involvement.
Outline
Number Task Name
1.2.1 Kick-off Meeting
1.2.2 Project Coordination Mtg. (#1)
1.2.3 Utility Coordination Mtg. (#1)
1.2.4 Project Coordination Mtg. (#2)
1.2.5 Project Coordination Mtg. (#3)
1.2.6 Construction Phasing Mtg. (#1)
1.2.7 30% Design Review Mtg./PIH
1.2.8 Project Coordination Mtg. (#4)
1.2.9 Constructability Review Mtg.
(#1)
1.2.10 Construction Phasing Mtg. (#2)
1.2.11 Utility Coordination Mtg. (#2)
1.2.12 75% Design Review Mtg.
1.2.13 Project Coordination Mtg. (#5)
1.2.14 Project Coordination Mtg. (#6)
1.2.15 Utility Coordination Mtg. (#3)
1.2.16 90% Design Review Mtg.
1.2.17 Constructability Review Mtg.
(#2)
1.2.18 Utility Coordination Mtg. (#4)
1.2.19 Bid Doc Submittal Review Mtg.
1.2.20 Pre-Bid Meeting
1.2.21 Post Bid Utility Coord. Mtg.
1.2.22 Preconstruction Mtg.
OPW 54061
205th Street and Cumberland Drive
3
General Project Management
The Consultant shall manage the coordination of the project team, coordination with City staff,
coordination with key stakeholders, and preparation of progress reports and invoices per City
requirements. The project schedule shall be prepared and updated as requested by the City.
Section 1 Assumptions:
· All meetings will be held virtually, except for the kickoff meeting, phasing meetings, 30%/PIH,
constructability meetings, pre-bid meeting, post-bid utility coordination meeting and
preconstruction meeting.
· QA/QC hours shall be included in the project management plan.
· As PM, John Coburn will coordinate and facilitate all project meetings.
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 shall be prepared and submitted to meeting attendees
2 Site Investigation and Analysis
Site Inspections
The Consultant shall conduct site visits as required during the project to verify site features with the
alternatives analysis and design work. It is anticipated three (3) site visits will be necessary.
Data Collection and Review
The Consultant shall 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
shall 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 shall be documented for the project file.
Survey
The Consultant shall complete survey work for the project corridor. The Consultant shall coordinate
with City Construction (Michael Caniglia – City Surveyor) to establish survey control points. It is
estimated that seven (7) properties within the project boundaries will need ROW survey information, as
noted in Appendix B.
A Utility-One-Call and mapping request shall be made for the project area. Utilities that are marked
shall be located. Above ground visible utilities shall be located. The Consultant shall 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 shall be made to obtain utility maps from the utilities
listed on the Utility-One-Call ticket. If maps are provided those utilities shall be placed on the survey.
Manholes shall be opened and surveyed to get the pipe sizes and flow line elevations. The Consultant
shall coordinate with utility companies to identify locations where potholing is necessary. The
OPW 54061
205th Street and Cumberland Drive
4
Consultant shall plan on up to four (4) trips for additional survey shots or staking for utilities to utilize for
design and coordination efforts.
Topographical Survey
Topographic survey shall be obtained for the roadway corridor based on the extents shown in Appendix
B and shall include storm drainage information downstream of the outfalls, and sanitary sewers within
the project boundary. Sewer information shall at a minimum include structure locations and pipe sizes
and inverts.
Right-of-Way Analysis
Right-of-Way Base Map
The Consultant shall 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 shall be responsible for the research
necessary to build parcels. Plats, parcels, land or lots 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 licensing 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.
Right-of-Way Impacts Map
The Consultant shall provide preliminary limits of construction over the right-of-way base map.
Complete Streets Analysis
The Consultant shall 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 shall 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 shall review opportunities to
connect community facilities such as existing trails, parks or service centers through project activities.
The Consultant shall document these facilities and options to connect through the Complete Streets
Checklist process. The Consultant shall prepare an accompanying summary memo (included in Task 2.7
below) discussing the approach to complete streets throughout the corridor.
Multimodal Operations Analysis
Pedestrian/Bicycle Analysis
Bicycle demand along the corridor is expected to be low. The Consultant shall focus multimodal analysis
on pedestrian safety along Cumberland Drive and through the roundabout. Sidewalk widths, pedestrian
crossing lengths, refuge island sizing and visibility for pedestrians should be the focus.
Development of Alternatives
Based on the latest adjacent property development plans and data, the Consultant will confirm
roundabout design options for the 205th Street and Cumberland Drive intersection, including the
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adjustment to accommodate a larger WB-67 vehicle and the latest adjacent property development
(recent construction within the southwest quadrant of the project intersection).
Geotechnical Investigation
The scope of the geotechnical services for this project includes recommendations for roadway design,
pavement thickness, pavement subgrade, stabilization for below grade sewer structures and
recommendations for the design of walls including foundation recommendations as required.
Field Exploration
The 205th Street and Cumberland Drive improvements will primarily include intersection improvements
extending to upstream and downstream approaches to match adjacent street alignment and cross-
sections. The Consultant shall complete a total of eight (8) soil borings. The borings shall be located in
the existing roadway and along the side of the road. The proposed borings and depths are summarized
as follows:
A total of eight (8) borings shall be drilled, approximately every 200 feet along the project. Borings shall
be taken to a depth of 10 feet for pavement evaluations and determinations and drainage structure
installations.
All borings shall be advanced to the depths proposed, or to refusal, whichever is shallower. Total drilling
footage is anticipated to be 80 linear feet.
Diggers Hotline of Nebraska shall be contacted to locate underground public utilities. The Consultant
shall slightly modify site boring locations as necessary to avoid utilities and/or areas of limited access.
The Consultant shall 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.
Prior to any drilling operations, the Consultant shall coordinate any lane closures with the City.
Shelby tubes shall be used for sampling when clay soils are expected. Split spoon sampling shall be used
when cohesionless soils are expected. Groundwater levels shall be measured while drilling, immediately
after drilling, and approximately 72 hours after drilling. After the final groundwater reading is taken, the
boreholes shall be backfilled and/or patched.
Within 48 hours of the completion of a sample, boreholes shall be backfilled. Consultant shall provide
the City with the means and methods to be used to backfill the holes
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, mechanical sieve analyses and potential direct shear
and/or triaxial testing or appropriate tests as recommended by the geotechnical engineer.
Geotechnical Analysis and Report Preparation
The Consultant shall prepare and provide to the City a geotechnical analysis report containing at least
the following:
· Recommendations regarding the thickness, moisture, and compaction criteria for backfill or
structural fill.
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· Soil excavation criteria in accordance with OSHA Standards shall be included or referenced.
· Recommendations associated with site preparation and structural fill placement.
· Subgrade preparation and requirements for the new roadway alignment.
· Recommendations for remediation of soft or unsuitable soils, if applicable.
· Analysis of the soils encountered with respect to 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.
· Recommendations for a pavement structural section for concrete and asphalt pavements,
subgrade, and foundation course, as applicable to the project.
Wall Design Services
The Consultant shall prepare preliminary recommendations for the type, size, and location of proposed
walls on the project. These recommendations shall identify potential impacts to right-of-way and
consider constructability issues. If small walls are required for elevation transitions to avoid right-of-way
impacts, they are anticipated to conform to Standard Plate 503-03 Curb Wall detail and not require soil
parameters and wall stability analysis. If greater wall needs are required, they will be provided through
supplemental agreement.
Drainage Study
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 (ORSDM). 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 shall evaluate both upstream and downstream drainage impacts as
part of the overall project drainage design.
The existing storm sewers at 205th Street and Cumberland Drive shall be analyzed for time of
concentration and peak discharge for the 10-year event. Similarly, the study shall evaluate the entire
drainage system that is impacted by the intersection improvements. In combination with the capacity of
the storm sewer network, the conveyance capacity of the curb and gutter system shall be analyzed to
confirm that the pipe network and gutter capacities can adequately handle the 100-year event based
upon the requirements of the ORSDM.
Potential roadway crown and curb overtopping events from contributing drainage areas shall be
evaluated for the 100-year flood events using available hydraulic modeling from FEMA’s Flood Insurance
Study. Peak flood flows shall be compared against available existing maximum pipe, inlet and street
capacities to determine if additional conveyance is necessary to meet ORSDM requirements for urban
streets.
The Drainage Study shall follow the format of the ORSDM and shall include profile information for
drainage facilities including energy grade lines and hydraulic grade lines.
Sustainable Design/Water Quality Features
As part of the drainage analysis, the Consultant shall identify, develop and propose preliminary concepts
for sustainable design features that may be incorporated into the project. These may include
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conditioned soils, bio-swales and bio-retention features that can be used in conjunction with the final
drainage design for the project. Preliminary opinions of cost and design considerations shall be included
in the technical memo. If sustainable solutions are to be incorporated in the bid documents, detailed
design of the proposed features will be added by amendment upon approval by the City.
Section 2 Assumptions:
· The City shall provide any additional traffic counts required in coordination with the consultant.
· The City shall provide all title work required by the consultant for the creation of ROW maps.
· The Consultant shall provide flag or signal men and/or traffic control during geotechnical boring
operations. 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 shall be added to the contract by amendment. Storm water storage features to
address downstream flow constraints, if necessary, will be added by supplemental agreement.
· Storm sewer beyond the project extents, or outfall improvements with the existing storm sewer
system, are not anticipated. These may be included through supplemental agreement.
· Five (5) year crash data provided by the City.
· Due to the limited project footprint, soil conditioning to improve infiltration and increase time
of concentration is the anticipated method of mitigating peak flow increases.
· Due to the site’s storm sewer and sanitary sewer construction being relatively new (completed
in approximately 2007), televising and manhole inspections will not be performed. Pipe and
structures will be assumed in satisfactory condition. If necessary, this work may be performed
through supplemental agreement or through the City’s existing sewer maintenance contracts.
Section 2 Deliverables:
· Roll plot indicating pedestrian/bicycle routing alternatives and refined roundabout designs
indicating WB-67 truck turning templates and apron geometry. A separate version of these roll
plots (for the City’s use) will be provided indicating approximate ROW impacts of alternatives
considered.
· Complete Streets Summary memorandum discussing pedestrian/bicycle routing options, access
management, and roundabout design refinements. This will include documentation on
coordination and public input developed throughout the study and design process.
· Draft Geotechnical Report with pavement evaluation and preliminary soils information.
· Recommendations of potential drainage improvements and an evaluation of the potential use of
sustainable storm water solutions.
· Project Initiation Checklist, Scoping Checklist, 30 Percent/Plan-in-Hand Checklist.
· Draft design criteria memorandum for preferred alternative.
3 Preliminary Design
3.1 30% Roadway Design
The Consultant shall work with the City’s Project Manager to develop and complete the design criteria
form. The design criteria form shall include consideration for zoning or special district needs, City of
Omaha Master Plan conformance, drainage, noise attenuation and other structural elements as
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appropriate and identified in the Complete Streets Design Analysis. Some of these items may be
included by reference if determined appropriate by the City. 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 proposed project improvements. The 30% submittal
plans include the following sheets:
· Cover Sheet (1 Sheet)
· Typical Section Sheets (2 Sheets)
· Aerial Sheets (no environmental impacts anticipated) (7 Sheets)
· Horizontal/Vertical Control Sheets (2 Sheets)
· Construction Phasing Sheets (Conceptual overview only) (9 Sheets)
· Removal Sheets (Features only) (7 Sheets)
· Construction Sheets (Features only) (7 Sheets)
· Geometric Sheets (Design criteria values only) (7 Sheets)
· Roadway Plan and Profile Sheets (7 Sheets)
· Driveway Plan and Profile Sheets (As needed) (3 Sheets)
· Storm Drainage Plan Sheets (No profile required) (4 Sheets)
· Striping and Signing Sheets (Features only) (7 Sheets)
· Right-of-Way Sheets (Per Section 3.3) (7 Sheets)
· Roadway Cross-Section Sheets (25-foot intervals at 10 Scale with no vertical exaggeration) (25
Sheets)
3.2 Structural Design
The Consultant shall prepare preliminary type, size, and location plans for the walls on the project. The
Contractor to design and develop specific construction documents after letting. The Consultant shall
provide recommendation of wall type, height, foundation, and potential impacts to right-of-way.
3.3 Right-of-Way Plans
The Consultant shall provide preliminary right-of-way plans showing existing right-of-way, ownership,
and preliminary limits of construction. An estimate of permanent acquisitions and temporary or
permanent easements are required for the 30% submittal. The consultant shall identify any potential
right-of-way issues.
3.4 Cost Estimate
Opinions of probable construction cost (OPCC) shall 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.
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Section 3 Assumptions:
· Design Criteria will be based on the preferred alternative.
· Anticipated three (3) curb walls of approximately 40 feet in length and two (2) feet in height.
· 30% Plan submittal is based on deliverables matrix shown in Exhibit D.
· Consultant has made utility as-built requests.
· No unique wall or pedestrian structures requiring site specific design details are anticipated. All
walls will utilize existing standard plans.
· Storm sewer improvements downstream of project limits are not anticipated.
· Pedestrian or roadway geometric improvements at the 204th Street and Cumberland Drive
intersection are not anticipated. Additional work may be performed in this area through
supplemental agreement.
Section 3 Deliverables:
· Design Criteria Form (To be approved prior to proceeding with 30% design plans)
· 30% Construction Drawings (PDF)
· Preliminary Structural Design Report
· Preliminary Drainage Study
· OPCC, Class 4
· Permit List
· ROW Strip Map
· Utility Coordination Plan
· QRF/Redlines Documentation following the City’s review
· Preliminary Noise Analysis Report
4 Final Design
4.1 Construction Phasing Development and Tech Memo
The Consultant will prepare a series of phasing roll plot exhibits and accompanying technical
memorandum identifying the basis of phasing design proposed, phasing alternatives evaluated, and
stakeholder coordination activities held in preparation of phasing design. The phasing roll plots shall
include jointing phasing lines, anticipated temporary surfacing, and temporary drainage piping
anticipated.
4.2 75% Roadway 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 at the 205th Street and Cumberland
Drive intersection. 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 (1 Sheet)
· General Information Sheets (1 Sheet)
· Typical Section Sheets (3 Sheets)
· Aerial Sheets (With environmental impacts as necessary) (7 Sheets)
· Horizontal/Vertical Control Sheets (2 Sheets)
· Construction Phasing Sheets (7 Sheets)
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· Temporary Traffic Control Sheets (12 Sheets)
· Removal Sheets (Preliminary) (7 Sheets)
· Construction Sheets (Preliminary) (7 Sheets)
· Geometric Sheets (Design criteria values only, include preliminary jointing) (7 Sheets)
· Roadway Plan and Profile Sheets (7 Sheets)
· Driveway Plan and Profile Sheets (3 Sheets)
· Wall Plan and Profile Sheets (If required) (3 Sheets)
· Storm Drainage Plan and Profile Sheets (7 Sheets)
· Signing and Striping Sheets (7 Sheets)
· Lighting Sheets (7 Sheets)
· SWPPP Sheets (Preliminary) (2 Sheets)
· Sediment and Erosion Control Sheets (With contours displayed) (7 Sheets)
· Detail Sheets (Preliminary) (2 Sheets)
· Right-of-Way Sheets with Aerial (Tract maps to be included if needed) (7 Sheets)
· Roadway Cross-Section Sheets (25 Sheets)
4.3 Right-of-Way Plans
The Consultant shall provide 1:20 scale ROW sheets plotted over an aerial for the City use in
negotiations at 90% submittal.
4.4 Right-of-Way Staking
The Consultant shall also provide right-of-way staking following 90% design to be utilized in appraisal
efforts. The staking should include existing right-of-way, lot corners and easements, proposed
acquisition areas, proposed easements, and other key locations identified by the Engineer.
4.5 90% Roadway Design
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 the project. 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 (1 Sheet)
· General Information Sheets (1 Sheet)
· Summary of Quantities Sheets (3 Sheets – Includes Earthwork Tables)
· Typical Section Sheets (3 Sheets)
· Aerial Sheets (With environmental impacts as necessary) (7 Sheets)
· Horizontal/Vertical Control Sheets (2 Sheets)
· Construction Phasing Sheets (7 Sheets)
· Temporary Traffic Control Sheets (14 Sheets)
· Removal Sheets (7 Sheets)
· Construction Sheets (7 Sheets)
· Geometric and Grades Sheets (7 Sheets)
· Roadway Plan and Profile Sheets (7 Sheets)
· Driveway Plan and Profile Sheets (7 Sheets)
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· Wall Plan and Profile Sheets (If required) (3 Sheets)
· Wall Details Sheets (If required)
· Storm Drainage Plan and Profile Sheets (7 Sheets)
· Signing and Striping Sheets (7 Sheets)
· Lighting Sheets (7 Sheets)
· Intersection Plans & Details Sheets (3 Sheets)
· SWPPP Sheets (2 Sheets)
· Sediment and Erosion Control Sheets (With contours displayed) (7 Sheets)
· Detail Sheets (3 Sheets)
· Right-of-Way Sheets with Aerial (7 Sheets)
· Roadway Cross-Section Sheets (25 Sheets)
Construction Phasing shall include the final detailed design of the preferred phasing plan for the project.
The plans shall detail the various phases, temporary construction, and completed construction.
The Consultant shall prepare the required traffic plans, including traffic control, temporary pavement
markings, and all required traffic control devices for the final phasing plan. This shall include necessary
signing for detour routes.
4.6 Cost Estimate
Options of probable construction cost (OPCC) shall be completed with the deliverable packages and shall
conform to AACE International Recommended Practices. The Consultant shall prepare Class 3 estimate
with 75% submittal, Class 2 estimate with 90% submittal, and Class 1 estimate with final plans and shall
include assumptions, contingency, range of expected cost and escalation for the anticipated
construction year.
4.7 Final Plan Submittal
Following comments to the 90% plan set and ROW negotiations, the Consultant shall update and submit
the final plan packages to the City for bidding. For the final submittal, final right-of-way plans shall show
negotiated acquisitions and easements.
4.8 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 shall assist in preparing up-front Documents and Bid Specifications for use in the final bid
documents prepared by the City.
The Consultant shall answer design related questions (RFI’s) receiving during the bidding process, and
the City shall provide said answers to contractors on the bidders list. 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. All information shall be provided to the City for
their preparation and issuance of the addendum.
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Section 4 Assumptions:
• No unique wall or pedestrian structures requiring site specific design details are anticipated.
All walls will utilize existing standard plans.
• Storm sewer improvements downstream of project limits are not anticipated.
• Pedestrian or roadway geometric improvements at the 204th Street and Cumberland Drive
intersection are not anticipated. Additional work may be performed in this area through
supplemental agreement.
Section 4 Deliverables:
75% Deliverables:
• Design Criteria Form, if revised
• 75% Construction Drawings
• Technical Specifications
• Updated Structural Design Report (If necessary)
• Updated Drainage Study (if necessary)
• Utility Coordination Plan
• Utility As-Built Information
• OPCC, Class 3
• Updated Permit List
• QRF/Redlines Documentation
90% Deliverables:
• Design Criteria Form, if revised
• 90% Construction Drawings
• 90% Construction Specifications (Technical Specifications)
• Utility Coordination Plan
• OPCC, Class 2
• Updated Permit List
• Right-of-Way/Tract Map Sheets
• QRF/Redlines Documentation
• Final SWPPP (With contours shown)
• Final Noise Analysis Report
Final PS&E Deliverables:
• 100% Construction Drawings
• 100% Construction Specifications
• Utility Coordination Plan
• Utility Relocation Plans and Status
• OPCC, Class 1
• Updated Permit List
• Permit Documents (City Grading Permit, NPDES General Permit, PCSMP permit, USACE
Permits, if applicable)
• QRF/Redlines Documentation
• Electronic CADD files in DWG format
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o DWG files provided represent 2-D base linework. Intelligent DWG features, e.g. storm
sewer design, corridor model will not be included.
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.
· The Consultant shall prepare a Utility Coordination Plan (for information only) which shows all
existing utilities in color following the APWA Uniform Color Code.
· The Consultant shall coordinate with utility companies to verify location and ownership of
existing facilities.
· The Consultant shall coordinate with the City of Omaha Utility Coordinator (Mark Poland).
· The Consultant shall identify primary conflicts between utilities and proposed design.
· The Consultant shall 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.
5.1.2 Right-of-Way Design (to 75%)
· The Consultant shall coordinate with utility companies throughout design of storm and sanitary
sewer conveyance, walls, and other design elements which may impact utility facilities.
· The Consultant shall communicate final location of all design elements which impact utilities to
the utility companies utilizing the color Utility Coordination plan. This is typically handled with a
Utility Coordination Meeting utilizing the 75% plans and additional one-on-one coordination as
necessary.
5.1.3 Final Design (to 90%)
· The Consultant shall coordinate with utility companies to obtain utility relocation information
and to add proposed relocation information to the color Utility Coordination Plan.
· That Consultant shall verify that there are no conflicts between the proposed project
improvements and the proposed utility relocations.
· The Consultant shall facilitate discussions between utility companies to coordinate proposed
relocations and avoid conflicts between utilities.
· The Consultant shall coordinate utility relocation schedules with construction the schedule.
· The Consultant shall distribute color Utility Coordination Plan. This plan shall be formatted to
match an example Utility Coordination Plan provided to the Consultant by the City to all utilities
showing existing and proposed locations overlaid on the existing and proposed project features.
5.1.4 PS&E Design (to 100%)
· The Consultant shall incorporate specific utility relocation plans and specifications into the final
deliverables if entering into a joint contract agreement.
· The Consultant shall develop a Status of Utilities for inclusion in the Contract Book.
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5.2 Roadway Related Permitting
5.2.1 PERMIX Permits
The Consultant shall be required to obtain permits through the City’s PERMIX website. The project shall
require both Post Construction Stormwater Management Permit and Grading Permit.
5.2.2 NDEE Permits
The Consultant shall obtain the required permits through Nebraska Department of Environment and
Energy (NDEE). Should additional NDEE Permits be required, work to complete said permits shall be
added by amendment upon approval by the City. As a part of the NPDES permitting process, the
Consultant shall complete the Environmental Review with the Nebraska Game and Parks Commission.
5.2.3 NDOT Permits
The Consultant shall obtain required NDOT permits to occupy Right-of-Way. Should additional NDOT
permits be required, these shall be added by amendment upon approval by the City.
6 Construction Phase Services
6.1 Shop Drawings
The Consultant shall complete review of shop drawings. This review is for general conformance with
design concept only. The Consultant shall at a minimum:
· Review shop drawings for conformance with geometry of the structure(s).
· Review all main and detailed material for conformance to the requirements of the contract
plans and specifications.
· All notations shall be made in red.
· Return each reviewed shop drawing electronically to the City/State’s Engineer and other
designees as directed by the Construction Division. A stamp showing the level of acceptance
must be placed on each shop drawing sheet. The reviewer’s initials and the date of review must
be indicated on the stamp. Each sheet must also bear the City’s/State’s Project Number, Control
Number, and Structure Number, if not already shown.
· Shop drawings shall be returned within two weeks after initial receipt.
6.2 Post Bid Meetings
· The Consultant shall attend a preconstruction meeting to be hosted by the City Construction
Engineer.
· The Consultant shall schedule and conduct a preconstruction utility coordination meeting.
6.3 Construction Meetings
· The Consultant shall attend construction meetings to answer questions or provide design
guidance. The Consultant needs to be available to attend these weekly meetings but only needs
to attend as directed by the City project manager.
Section 6 Assumptions:
· The Consultant hours should include 1 hour per week for the duration of the project
construction for construction meetings.
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7 Public Involvement
7.1 Public Involvement Plan
The Consultant shall develop a Public Involvement Plan (PIP) for review and approval by the City. 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. The Consultant shall analyze the project demographic area to determine if
translation services are required. If required, the Consultant shall coordinate these efforts. All
Information to be sent to the public or posted to the Keep Omaha Moving website shall be reviewed by
the City prior to distribution. This information shall be updated as needed.
The Consultant shall collaborate with the City to develop, update, and maintain a Public Involvement
Plan (PIP) for project development activities and procedures. PIP may include the following:
· Keep Omaha Moving branding
· Project Schedule & Key Public Involvement Schedule
· Engagement Strategy
· Communications Tools
· Media Relations / Scheduled Project Updates
· Comment Management
· Public Involvement Reporting
7.2 Public Outreach Letters
The Consultant shall develop and disseminate three (3) public outreach letters. The first is to be
completed to inform stakeholders along the project corridor that field work will be starting. A second
letter shall be sent at the beginning of the project to inform stakeholders along the project corridor of
the planned project, project schedule, planned public meetings and other key project details. A third
letter shall be completed prior to construction to inform the public of the upcoming construction
project, construction schedule, and possible disruptions to traffic.
7.3 Public Meetings
The Consultant shall schedule, arrange, and facilitate one (1) in-person public meeting to be held during
75% design in advance of Construction after meeting with four (4) key stakeholders. The Consultant
shall draft a newspaper notice for the public meeting to be reviewed by the City. The notice shall be
concise and in accordance with an example provided by the City. The Consultant shall supply the final
notice to the City 21 days prior to the event. The City shall be responsible for publishing the notice in
the Omaha World-Herald and the Douglas County Post-Gazette in accordance with local publishing and
posting requirements. The City shall be responsible for coordinating the Dynamic Messaging Signs
(DMS) for the public meeting. The Consultant shall prepare mailers or door hangers prior to the meeting
and distribute them no less than 10 business days prior to the meeting.
During the public meeting the Consultant shall be available to answer questions and receive comments.
The Consultant shall 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 the public meeting.
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7.4 Key Stakeholder Outreach
The Consultant shall work with the City to identify stakeholders for the project. Stakeholders for this
project shall include individual property and business owners along the 205th Street and Cumberland
Drive corridor, many of which were contacted during the study phase and are listed below. The
Consultant shall develop and distribute an initial introduction letter to stakeholders and adjacent
properties to introduce the project and to communicate that work on the project will be proceeding, the
preferred option from the study that will be designed and direction to the Keep Omaha Moving website
for more information.
· Dairy Queen
· Arby’s
· Hardees
· Burger King
· Chipotle
· Taco Bell
· Menards
· U.S. Bank
· Starbucks
· Jimmy’s Johns
· Rocket Carwash
· NP Dodge
· The MARK
· Public Storage
· Elkhorn Training Camp
· Dino’s Storage
· Insurance Agency Marketing Services
· Omaha Police Department West Precinct
· Malibu Homes
· Christensen Lumber
· Amish Furniture of Nebraska
· Union Bank & Trust Sports Complex
· Summit Sports Facility
· Discount Store
The Consultant shall be responsible for distributing meeting invitations, coordinating meeting locations,
facilitating, and preparing meeting minutes. Four (4) key stakeholders, Menards, Chipotle, Dairy Queen
and Hardees, representing the properties on all four corners of the shall be engaged prior to the public
meeting to obtain feedback, discuss preliminary right-of-way needs and to build support prior to the
public meeting. It is anticipated that eight (8) individual key stakeholder meetings shall be held as
needed during the life of the project’s design phase. There will be one in-person public meeting
occurring around 75% design and will focus on presenting the final layout of the design and access
during construction.
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The Consultant and City shall update and finalize the key project stakeholders list for participation in
follow up meetings after the public meeting.
7.5 Database and Comment Response Facilitation
The Consultant shall 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 shall also serve as the
point of contact for public involvement and information and shall keep a record of public contacts and
inquiries regarding this project. The Consultant shall develop a protocol that identifies policies and
procedures for project related communication. The Consultant shall prepare a comment matrix for
comments received and provide the City with draft responses for review and approval.
7.6 Web Support/Materials Development
The Consultant shall provide Keep Omaha Moving (KOM) branded project content for use on the KOM
website that shall include but not be limited to:
· Project description
· Project map
· Project schedule with updates as needed
The Consultant shall provide to the City an electronic copy of display boards and handouts that will be
presented at each public meeting for use on the KOM website or on other media channels as the City
deems appropriate.
Section 7 Assumptions:
· The City shall provide an example public notice.
· The City shall be responsible for the posting of public notices in the Omaha World Herald and
the Douglas County Post-Gazette.
· The City shall be responsible for the coordination and posting of DMS’s prior to each of the
public meetings.
Section 7 Deliverables:
· Public Involvement Plan.
· Minutes for key stakeholder meetings over the course of the project.
· Informational brochures/handouts for the public meetings and for posting on Keep Omaha
Moving website.
· Talking points and frequently asked questions documents for all staff attending the public
meetings.
· Public notices for each public meeting.
· Contact/comments database and coordinate responses.
EXHIBIT “C”
BREAKDOWN OF COST
JEO Consulting Group
EXHIBIT C
Hours and Fee
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EXHIBIT C
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
Rate Amount
Personnel Classification
$105.29 $421.16
$60.68 $8,737.92
$43.27 $173.08
$23.08 $138.48
$63.32 $26,151.16
$33.38 $18,492.52
$49.05 $26,634.15
$37.00 $3,922.00
$29.06 $232.48
$46.01 $1,104.24
$47.41 $1,706.76
$42.31 $592.34
$31.25 $2,625.00
$56.68 $680.16
$38.97 $3,897.00
TOTALS $95,508.45
Amount
Subconsultants $16,584.00
Printing and Reproduction:
Mileage/Travel:
Other Miscellaneous Costs:
TOTALS $16,584.00
Total Project Costs:Amount
Direct Labor Costs $95,508.45
Overhead @ 210.390%$200,940.23
Total Labor Costs $296,448.68
Fixed Fee @ 12.00%$35,573.84
Direct Expenses $16,584.00
PROJECT COST $348,606.52
Survey Crew 84
Graphic Designer 12
Project Cost
N/A
OPW 54061
205th Street and Cumberland Drive Intersection Improvements
Justin Zetterman
John Coburn
Omaha, Douglas
JEO Consulting Group
Registered Land Surveyor
Communications Coordinator
4
4
Principal
Senior Environmental Scientist
100
106
8
14
Administrative
Senior Designer/Technician
Engineer Intern
Project Engineer
Designer/Technician
Senior Project Engineer
554
144
Direct Expenses:
2052
402-444-5220 ext. 3628
402-435-3080 / jcoburn@jeo.com
543
6
413
24
36
Environmental Scientist
Project Manager
April 11th, 2022
Direct Labor Costs:Hours
Geotechnical Engineer
Structural Engineer
Water Resources Engineer
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
Amount
Code Classification Title
PR $421.16
PM $8,737.92
SENV $173.08
ENV $138.48
SENG $26,151.16
PE $18,492.52
EI
SDES $26,634.15
DES $3,922.00
ADM $232.48
GPE
SE $1,104.24
WPE $1,706.76
RLS $592.34
SVC $2,625.00
GD $680.16
COM $3,897.00
TOTALS $95,508.45
CLASSIFICATIONS*:
PR = Principal 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
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
Blended Rates Worksheet
% ASSIGNED2
100.0%
$105.29
10.0%
90.0%
$60.68
100.0%
$43.27
100.0%
$23.08
5.0%
50.0%
5.0%
40.0%
$63.32
50.0%
20.0%
10.0%
20.0%
$33.38
80.0%
20.0%
$49.05
100.0%
$37.00
50.0%
50.0%
$29.06
20.0%
80.0%
$46.01
20.0%
80.0%
$47.41
100.0%
$42.31
50.0%
50.0%
$31.25
30.0%
70.0%
$56.68
90.0%
10.0%
$38.97
1 Input actual employee classification as designated by firm.
Survey Crew
Heath Howser $28.00
Kenny Taft $34.50
Blended Rate:
Brad Wilken $64.90
Graphic Designer
Blended Rate:
Kari Slattery $37.50
Senior Designer/Technician
Les Lenz
$63.46
$75.00
$60.10
EI
Mark Lutjeharms
Pat Byrd PE, PTOE $65.87
Blended Rate:
EI $35.78
EI $32.29
$32.45Benjamin Baugher
Jacob Thiele EI $28.85
Greg Brozek
Charles McFarland $55.14
$47.53
Environmental Scientist
Blended Rate:
PE
Tucker Cox
Blended Rate:
Project Engineer
PE
PE, PTOE
John Coburn
$23.08Katelyn Boden
Senior Project Engineer
Sarah Divis
Principal
$105.29
Blended Rate:
Senior Environmental Scientist
Zach Cunningham $43.27
Mike Malone PE, PTOE
Jon Mooberry
Blended Rate:
Blended Rate:
Blended Rate:
Andrea Gebhart $45.67
Alyssa Tenorio $38.22
Communications Coordinator
Troy Panning
Registered Land Surveyor
$42.31
Jody June $32.01
Blended Rate:
Water Resources Engineer
Ann Nissen PE $42.79
Steve Arens PE, SE $71.58
Administrative
$26.11
Ryan O'Toole
Blended Rate:
$37.00
Designer/Technician
Blended Rate:
Survey Technician
2 Total of "% Assigned" must equal 100% for each personnel classification category. If one person in classification, list them as 100% for "% Assigned".
Project Engineer
Registered Land Surveyor
Communications Coordinator
Engineer Intern
Senior Designer/Technician
Designer/Technician
Administrative
106
$49.05
$29.068
14
543
$38.97
Blended Rate:
$42.31
$37.00
100
Structural Engineer
36 $47.41
Environmental Scientist
Senior Project Engineer
Project Manager
24
Water Resources Engineer
$31.25
$56.68
$105.29
554 $33.38
$63.32
6
413
$23.08
144 $60.68
$46.01
Geotechnical Engineer
Labor Rates
4
4
Labor Costs:Hours
Principal
Omaha, Douglas
N/A
April 11th, 2022
Senior Environmental Scientist
205th Street and Cumberland Drive Intersection Improvements
402-444-5220 ext. 3628
Justin Zetterman
402-435-3080 / jcoburn@jeo.com
John Coburn
JEO Consulting Group
OPW 54061
2022 Pay Rates
$43.27
2022
SALARY RATEEMPLOYEE NAME CLASSIFICATION1
Project Manager
Pat Byrd PE, PTOE $65.87
John Coburn PE $60.10
Blended Rate:
2052
Structural Engineer
Dan Fricke PE $65.87
Blended Rate:
Survey Crew
Graphic Designer
84
12
Cody Lureen PE $39.62
EXHIBIT C
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
PR PM SENV ENV SENG PE EI SDES DES ADM GPE SE WPE RLS SVC GD COM Total
189
1.1 Project Management Plan 2 2 4
1.2 General Project Meetings
1.2.1 Kick-off Meeting 4 2 2 2 10
1.2.2 Project Coordination Mtg #1 1 1 1 3
1.2.3 Utility Coordination Mtg #1 1 1 2 4
1.2.4 Project Coordination Mtg. #2 1 1 1 3
1.2.5 Project Coordination Mtg. #3 1 1 1 3
1.2.6 Construction Phasing Mtg #1 2 2 2 6
1.2.7 30% Design Review Mtg./PIH 3 2 2 7
1.2.8 Project Coordination Mtg #4 1 1 1 3
1.2.9 Constructability Review Mtg. #1 2 2 2 6
1.2.10 Construction Phasing Mtg #2 2 2 2 6
1.2.11 Utility Coordination Mtg. #2 1 1 2 4
1.2.12 75% Design Review Mtg.2 2 2 6
1.2.13 Project Coordination Mtg #5 1 1 1 3
1.2.14 Project Coordination Mtg. #6 1 1 1 3
1.2.15 Utility Coordination Mtg. #3 1 1 2 4
1.2.16 90% Design Review Mtg.2 2 2 6
1.2.17 Constructability Review Mtg #2 2 2 1 5
1.2.18 Utility Coordination Mtg. #4 1 1 2 4
1.2.19 Bid Doc Submittal Review Mtg 1 1 2 4
1.2.20 Pre-Bid Meeting 2 1 3
1.2.21 Post Bid Utility Coord. Mtg. 2 1 2 5
1.2.22 Preconstruction Mtg.2 3 5
1.3 General Project Management 4 36 18 8 8 8 82
343
2.1 Site Inspections 2 6 8
2.2 Data Collection and Review 4 6 10
2.3 Survey
2.3.1 Topographical Survey 18 6 68 92
2.4 Right-of-Way Design Analysis
2.4.1 Right-of-Way Base Map 24 2 26
2.4.2 Right-of-Way Impacts Map 4 2 8 2 16
2.5 Complete Streets Analysis 4 4 8 4 20
2.6 Multimodal Operationts Analysis
2.6.1 Pedestrian/Bicycle Analysis 2 4 8 16 30
2.7 Development of Alternatives 4 4 8 12 28
2.8 Geotechnical Investigation 1 2 3
2.8.1 Field Exploration 1 1
2.8.2 Laboratory Services 1 1
2.8.3 Geotechnical Analysis and Report Preparation 1 1
2.8.4 Wall Design Services 2 4 6
2.9 Drainage Study
2.9.1 Hydrologic & Hydraulic Analysis 2 16 32 4 36 90
2.9.2 Sustainable Design/Water Quality Features 1 2 8 11
311
3.1 30% Roadway Design
Plan-in-Hand Mtg and Documentation
Cover Sheet 1 1 2
Typical Section Sheets 2 6 2 10
Aerial Sheets 2 8 10
Horizontal/Vertical Control Sheets 1 2 4 7
Construction Phasing Sheets 8 16 18 42
Removal Sheets 2 8 12 22
Construction Sheets 2 6 8 16
Geometric Sheets 2 6 4 8 20
Roadway Plan and Profile Sheets 2 4 12 18
Driveway Plan and Profile Sheets 2 4 8 14
Storm Drainage Plan sheets 4 16 12 32
Striping and Signing Sheets 2 6 6 14
Right-of-Way Sheets 2 4 4 8 4 22
Roadway Cross-Sections Sheets 4 8 32 44
3.2 Structural Design 2 2 4 2 10
3.3 Right-of-Way Plans 2 4 4 4 14
3.4 Cost Estimate 2 4 6 2 14
Consultant's Estimate of Hours
TASKS PERSONNEL CLASSIFICATIONS**
April 11th, 2022
N/A
OPW 54061
205th Street and Cumberland Drive Intersection Improvements
Omaha, Douglas
JEO Consulting Group
402-435-3080 / jcoburn@jeo.com
Justin Zetterman
John Coburn
402-444-5220 ext. 3628
Task 1. Project Management & Meetings
Task 2. Site Investigation and Analysis
Task 3. Preliminary Design
EXHIBIT C
PR PM SENV ENV SENG PE EI SDES DES ADM GPE SE WPE RLS SVC GD COM TotalTASKSPERSONNEL CLASSIFICATIONS**
825
4.1 Construction Phasing Development and Tech Memo 2 12 8 24 46
4.2 75% Roadway Design
Cover Sheet 1 1
General Information Sheets 2 4 6
Typical Section Sheets 2 4 6
Aerial Sheets 2 4 6
Horizontal/Vertical Control Sheets 2 2 4
Construction Phasing Sheets 2 4 8 14
Temporary Traffic Control Sheets 4 16 8 28
Geometric Sheets 4 4 12 20
Removal Sheets 2 6 4 12
Construction Sheets 2 4 4 10
Roadway Plan and Profile Sheets 2 4 4 10
Driveway Plan and Profile Sheets 2 4 2 8
Wall Plan & Profile 2 2 4 8
Storm Drainage Plan and Profile Sheets 4 8 12 24
Signing & Striping Sheets 2 8 4 14
Lighting Sheets 2 4 2 8
SWPPP Sheets 2 2 4
Sediment and Erosion Control Sheets 2 12 4 18
Detail Sheets 2 4 8 12 26
Right-of-Way Sheets with Aerial 2 4 8 2 16
Roadway Cross-Sections Sheets 4 6 24 34
4.3 Right-of-Way Plans 4 8 4 42 4 62
4.4 Right-of-Way Staking 2 4 2 16 24
4.5 90% Roadway Design
Cover Sheet 1 1
General Information Sheets 2 4 6
Summary of Quantities 4 8 6 18
Typical Section Sheets 2 2 2 6
Aerial Sheets 2 2 4
Horizontal/Vertical Control Sheets 2 2
Construction Phasing Sheets 2 4 6 8 20
Temporary Traffic Control Sheets 8 12 6 26
Geometric and Grades Sheets 2 2 10 14
Removal Sheets 1 4 2 7
Construction Sheets 1 4 2 7
Roadway Plan and Profile Sheets 1 2 4 7
Driveway Plan and Profile Sheets 1 2 4 7
Wall Plan & Profile 1 1 6 8
Wall Details Sheets 2 2 4 4 12
Storm Drainage Plan and Profile Sheets 2 6 8 16
Signing & Striping Sheets 2 4 4 2 12
Lighting Sheets 2 4 4 10
Intersection Plans & Details Sheets 4 4 12 20
SWPPP Sheets 2 2
Sediment and Erosion Control Sheets 2 4 2 8
Detail Sheets 2 2 8 4 16
Right-of-Way Sheets with Aerial 1 2 4 2 9
Roadway Cross-Sections Sheets 4 6 16 26
4.6 Cost Estimate 2 4 8 6 20
4.7 Final Plan Submittal 12 24 32 40 4 2 114
4.8 Bid Support/Assistance 2 8 4 4 18
142
5.1 Utility Coordination
5.1.1 Preliminary Design (to 30%)2 8 12 22
5.1.2 Right-of-Way Design (to 75%)2 8 12 8 30
5.1.3 Final Design (to 90%)2 4 8 4 18
5.1.4 PS&E Design (to 100%)2 4 12 4 22
5.2 Roadway Related Permitting
5.2.1 PERMIX Permits 4 12 16
5.2.2 NDEE Permits 4 6 10
5.2.3 NDOT Permits 2 12 8 2 24
64
6.1 Shop Drawings 4 8 12
6.2 Post Bid Meetings 4 8 12
6.3 Construction Meetings 40 40
178
7.1 Public Involvment Plan 2 2 6 10
7.2 Public Outreach Letters 2 4 6
7.3 Public Meetings 6 4 4 2 4 12 32
7.4 Key Stakeholder Outreach 8 26 4 60 98
7.5 Database and Comment Response Facilitation 4 8 12
7.6 Web Support/Materials Development 4 8 8 20
4 144 4 6 413 554 543 106 8 24 36 14 84 12 100 2052
0.5 18.0 0.5 0.8 51.6 69.3 67.9 13.3 1.0 3.0 4.5 1.8 10.5 1.5 12.5 256.5
CLASSIFICATIONS*:
PR = Principal 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
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. Railroad Coordination
Task 7. Public Involvement
Total Hours
Total Days (8 hrs)
Task 5. Utilities and Environmental Permitting
Task 4. Final Design
Task 6. Construction Phase Services
EXHIBIT C
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
Overhead Fixed Fee
210.39%12.00%
189 $21,429.69 $3,793.85 $35,409.24
343 $30,546.86 $5,407.92 $50,473.94
311 $30,413.33 $5,384.28 $50,253.30
Task 4. Final Design 825 $79,644.40 $14,100.00 $131,600.00
142 $13,515.83 $2,392.80 $22,332.81
64 $7,518.16 $1,330.99 $12,422.59
178 $17,871.96 $3,164.00 $29,530.63
Direct Expenses $16,584.00
2,052 $200,940.23 $35,573.84 $348,606.52
Labor Costs:Amount
Code Classification Title
PR Principal $421.16
PM Project Manager $8,737.92
SENV Senior Environmental Scientist $173.08
ENV Environmental Scientist $138.48
SPE Senior Project Engineer $26,151.16
PE Project Engineer $18,492.52
EI Engineer Intern
SDES Senior Designer/Technician $26,634.15
DES Designer/Technician $3,922.00
ADM Administrative $232.48
GPE Geotechnical Engineer
SE Structural Engineer $1,104.24
WPE Water Resources Engineer $1,706.76
RLS Registered Land Surveyor $592.34
SVC Survey Crew (2 Person)$2,625.00
GD Graphic Designer $680.16
COM Communications Coordinator $3,897.00
WM/DD Webmaster / Database Developer
TOTALS $95,508.45
CLASSIFICATIONS*:
PR = Principal 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
Labor Cost by Task
Total
Project Cost
April 11th, 2022
205th Street and Cumberland Drive Intersection Improvements
Omaha, Douglas
N/A
Total Hours
OPW 54061
John Coburn
JEO Consulting Group
Justin Zetterman
402-435-3080 / jcoburn@jeo.com
402-444-5220 ext. 3628
Task 1. Project Management & Meetings
Tasks
Direct Labor
Cost
$10,185.70
Task 2. Site Investigation and Analysis
Task 3. Preliminary Design
Task 5. Utilities and Environmental Permitting
Task 6. Construction Phase Services $3,573.44
144
4
Hours
4
Task 7. Public Involvement
TOTAL
543
106
554
6
413
2052
Labor Rates
2022 Pay Rates
$105.29
$60.68
$43.27
$23.08
$63.32
$33.38
$49.05
$37.00
12
100
$56.68
$38.97
14
84
$42.31
$31.25
24
36
$46.01
$47.41
8 $29.06
$95,508.45
$14,519.16
$14,455.69
$37,855.60
$6,424.18
$8,494.68
EXHIBIT C
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
Quantity Unit Cost Amount
$16,584.00
$16,584.00
Quantity Unit Cost Amount
Quantity Unit Cost Amount
Quantity Unit Cost Amount
$16,584.00
Subtotal
Subtotal
Other Miscellaneous Costs:
TOTAL DIRECT EXPENSES
Direct Expenses
Subtotal
Subconsultants
Thiele Geotech
Printing and Reproduction:
OPW 54061
Omaha, Douglas
JEO Consulting Group
205th Street and Cumberland Drive Intersection Improvements
Justin Zetterman
402-435-3080 / jcoburn@jeo.com
John Coburn
Mileage/Travel:
402-444-5220 ext. 3628
N/A
Subtotal
April 11th, 2022
EXHIBIT C
Project Name:
Project Number:
Control Number:
Location (City, County):
Firm Name:
Consultant Project Manager:
Phone/Email:
City Project Manager:
Phone/Email:
Date:
Refer to Scope of Services Document.
April 11th, 2022
Assumptions and Notes
JEO Consulting Group
John Coburn
402-435-3080 / jcoburn@jeo.com
Justin Zetterman
402-444-5220 ext. 3628
205th Street and Cumberland Drive Intersection Improvements
OPW 54061
N/A
Omaha, Douglas
Assumptions - Notes
JEO Consulting Group
DIRECT EXPENSES
Hours and Fee
Subconsultant Direct Expenses
Thiele Geotech Inc.
13478 Chandler Road
Omaha, Nebraska 68138-3716
402.556.2171 Fax 402.556.7831
www.thielegeotech.com
GEOTECHNICAL MATERIAL ENVIRONMENTAL ENGINEERING
December 10, 2021
Mike Hall, P.E.
JEO Consulting Group
11213 Davenport Street, Suite 200
Omaha, NE 68154
RE: PROPOSAL FOR GEOTECHNICAL EXPLORATION
OPW 54061 – 205TH AND CUMBERLAND DRIVE INTERSECTION IMPROVEMENTS
205TH STREET INTERSECTION, OMAHA, NE
Dear Mr. Hall:
Enclosed is our proposal for geotechnical exploration related to the proposed 205th and Cumberland Drive
Intersection Improvements project located in Omaha, Nebraska. The accompanying proposal describes our
approach and proposed scope of services, the estimated cost of the study, and the contract terms.
Thiele Geotech is a service-oriented firm offering geotechnical, material, and environmental engineering.
Our focus is on providing quality engineering solutions based on each individual client's needs. Our
professional staff has extensive experience with similar projects, and we have the equipment and resources
available to complete this study.
We look forward to working with you and your design team on this project. If you have any questions,
please call. If the accompanying proposal is acceptable, please return an executed copy to our office.
Respectfully,
Thiele Geotech, Inc.
Heath E. Cutler, P.E.
Project Engineer
Enclosure
R:\PROPOSAL\GEOTECHNICAL DEPARTMENT\CUMBERLAND DRIVE IMPROVEMENTS.DOCX
Thiele Geotech Inc
Geotechnical Exploration Proposal
205th and Cumberland Drive Intersection Improvements
Omaha, Nebraska
December 10, 2021
Thiele Geotech, Inc. is pleased to submit our proposal for geotechnical exploration related to the referenced
project. The following sections detail our understanding of the project and our proposed scope of services.
A cost of the study is included in Exhibit A. This proposal will be held open for a period of 45 days from
the above date.
PROJECT DESCRIPTION
Our understanding of the project is based upon information provided by JEO Consulting Group.
The project consists of improvements to the existing 205th Street and Cumberland Drive intersection in
Douglas County, Nebraska. The project is still in preliminary stages of design, but improvements are
anticipated to include construction of a roundabout and sidewalks. These improvements will shift the
centerline of Cumberland Drive to the north. Grade changes to establish new roadway grades are assumed
to be minimal at 2 feet or less.
Based on previous experience in the area, the soils on the site are expected to consist of Peoria loess deposits
overlying older loess and till deposits. The loess is assumed to be of firm consistency.
SCOPE OF SERVICES
Our proposed geotechnical exploration will consist of test borings to obtain geologic information and
samples of the site soils, laboratory tests to determine the relevant engineering properties of the various soil
strata, and a report of geotechnical engineering recommendations.
With the anticipated soil conditions, we propose to conduct a total of 8 test borings. The borings are
anticipated to be located on City of Omaha public right-of-way, with the borings spaced approximately 200
feet apart along the Cumberland Drive alignment. Boring locations may be field adjusted due to access and
conflicts with existing utilities. Based on boring depths of 10 feet, a total drilling footage of up to 80 lineal
feet is proposed.
We will be responsible for the layout of borings, contacting Nebraska One-Call for public utility locates,
and coordination of traffic control for lane closures. A third party company will be subcontracted to provide
traffic control for any lane closures, and traffic control will be consistent with Douglas County Standards.
This proposal assumes lane closures for all boring locations. Additionally, Thiele Geotech will use amber
lights on drill rigs and support trucks.
The borings will be sampled at 2.5 foot intervals in the top 10 feet and every 5 feet thereafter. A descriptive
log of the test borings will be prepared by an experienced drill crew member. Undisturbed samples of
cohesive soils will be obtained using a thin-walled Shelby tube. Groundwater depth will be measured
during drilling and at the end of drilling, if encountered. The borings will be backfilled with flowable fill
consistent with the specifications provided by, and in accordance with, the City of Omaha. Pavement will
be patched with concrete. Excess soil will be removed from the project and properly disposed. No
pavement coring is required for this work.
Geotechnical Exploration Proposal December 10, 2021
Page 2 of 3
Thiele Geotech Inc
It is anticipated that a “Street Excavation Permit” will be required for each boring location. Depending on
the type of pavement and its PASER Rating, associated fees will be assigned at each location for the City
of Omaha to repair the pavement. It is our understanding that we will be required to obtain the necessary
permitting, however all associated permitting repair fees will be covered by the City of Omaha.
Based on the results of the test borings, a laboratory testing program will be established to evaluate the
engineering properties of the various soil strata. Laboratory testing may include moisture content and
density determinations to characterize the state and uniformity of the deposits, unconfined compression
tests to determine shear strength parameters, and index property tests for classification.
Our report will discuss the general soil and ground water conditions underlying the site, present the relevant
engineering properties of the existing soils, present thickness of existing pavements, provide earthwork and
site preparation recommendations, and recommend design criteria and parameters for pavements and other
earth supported improvements.
The proposed scope of services does not include an evaluation of potential contamination on or near the
site. If the environmental condition of the property is a concern, an environmental site assessment can be
provided as an additional service.
ESTIMATED COST & SCHEDULE
Professional services will be billed at the unit rates listed in Exhibit A. Based on the indicated work scope,
the total cost for this study is estimated at $16,584.00. This maximum amount will not be exceeded for the
geotechnical exploration unless additional work is authorized.
Approximately 5 to 7 weeks from your notice to proceed will be required to complete the study. The
schedule is somewhat dependent on weather, cooperation of private property owners, site access conditions,
and other factors including the actual subsurface conditions identified in the test borings. If this proposed
schedule does not meet your project requirements, we would be happy to discuss alternate schedules.
ADDITIONAL SERVICES
Subsequent to completion of the geotechnical exploration data report, additional services are often required
that are not included in the above estimate. These include consultation with the design team and review of
the final plans and specifications. In addition, construction phase quality control testing is an additional
service not included in the above estimate. An environmental assessment, if required, can also be performed
as an additional service. If we are requested to provide additional services including, but not limited to the
above, you will be billed in accordance with our normal fee schedule. We would be happy to provide cost
estimates for any additional services at your request.
Geotechnical Exploration Proposal December 10, 2021
Page 3 of 3
Thiele Geotech Inc
EXHIBITS
Exhibit A – Geotechnical Cost Estimate
THIELE GEOTECH, INC.
By:
Robert K. Lapke
13478 Chandler Road
Omaha, Nebraska 68138-3716
402/556-2171 Fax 402/556-7831
Geotechnical Cost Estimate
Exhibit A
205th and Cumberland Drive Intersection Improvements 12/10/2021
Omaha, Nebraska
Description Estimated Unit Estimated
Quantity Rate Cost
Pre-Mobilization Coordination
Senior Engineer (/hr.) 2.0 215.00 430.00
Project Engineer (/hr.) 16.0 142.00 2,272.00
Street Excavation Permit 8.0 25.00 200.00
Exploratory Drilling
Mobilization 1.0 500.00 500.00
Exploratory Drilling (flight augers) (/ft.) 80.0 15.00 1,200.00
Traffic Control (lump sum) 1.0 1,000.00 1,000.00
Backfill Boreholes (/ft.)Flowable Fill per City Standards 80.0 10.00 800.00
Sack-Crete (/bag)Patch Pavement 3.0 19.00 57.00
Remove and Dispose of Cuttings (/boring) 8.0 120.00 960.00
Laboratory Analysis
Atterberg Limits (/set) 4.0 96.00 384.00
Unit Weight Test (ea.) 8.0 25.00 200.00
Unconfined Compression Test (ea.) 24.0 38.00 912.00
Project Management and Reporting
Project Engineer (/hr.)Geotechnical Exploration Report 20.0 142.00 2,840.00
Senior Engineer (/hr.)Oversight & Report Review 5.0 215.00 1,075.00
Project Geologist (/hr.)Prepare and Review Boring Logs 8.0 140.00 1,120.00
Project Engineer (/hr.)Additonal Design Consultation 12.0 142.00 1,704.00
Drafter (/hr.)Boring Location Plan 2.0 70.00 140.00
Subtotal 15,794.00
Contingency 5% 790.00
Total 16,584.00
Other Services
Fees associated with preparation of City of Omaha "Street
Excavation Permit" will be billed at cost + 15%
T h i e l e G e o t e c h I n c
JEO Consulting Group
EXHIBIT D
Preliminary Schedule - Milestone Dates
OPW 54061
205th Street and Cumberland Drive Intersection Improvements
Start
3/16/22
Finish
2/1/23
20 27 3 10 17 24 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29
30% Roadway Design
4/5/22 - 6/8/22
75% Roadway Design
6/9/22 - 7/27/22
90% Roadway Design
7/28/22 - 9/7/22
Kick-Off Meeting
4/5/22
30% Design Review
Meeting / PIH
6/9/22
75% Design Review
Meeting
7/28/22
90% Design Review
Meeting
9/8/22
30% Submittal to the City
of Omaha
5/26/22
75% Submittal to the City
of Omaha
7/14/22
90% Submittal to the City
of Omaha
8/25/22
Notice to Proceed
4/1/22
Estimated Letting
10/13/22
Pre-Construction
Meeting
2/1/23
Today
Pre-Construction
Meeting
2/1/23
205th and Cumberland Project - Estimated Schedule as of 03/21/2022
JEO Consulting Group
APPENDIX A
Scope of Services
Summary of Project Scope
Appendix A - Project Scope Summary
OPW 54061: 205th Street and Cumberland Drive Intersection Improvements
Exhibit Legend
Roadway & Sidewalk Reconstruction
Access Management Evaluation
Cumberland Dr
Roundabout Design
JEO Consulting Group
APPENDIX B
Scope of Services
Topographic & Boundary Services Extents
Cumberland Dr
Appendix B - Survey Extents
OPW 54061: 205th Street and Cumberland Drive Intersection Improvements
Exhibit Legend
Full Topographic Survey
Property with Title Work and Easement/Acquisition Assumed