RES 2022-1205 - Suppl Agmt No. 1 with Olsson for OPW 54100 - 33rd & Hamilton Intersection, CN 22848 City Clerk Office Use Only:
Publication Date(if a plicable):
RESOLUTION NO. J���
Agenda Date: u� I l'
Department:
Submitter: ttiv,1�(i
CITY OF OMAHA
LEGISLATIVE CHAMBER
Omaha, Nebraska
RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA:
WHEREAS, the City of Omaha approved a Professional Services Agreement with Olsson, Inc.
for the 33rd & Hamilton Intersection Project known as Project No. HSIP-28(139), State Control No.
22848 and OPW 54100, by City Council Resolution No. 0188 on March 1, 2022; and,
WHEREAS, design phase services to preserve the programmed schedule are now necessary,
including additional coordination and documentation services which were not included in the scope of
the original Engineering Agreement be added with all previous agreements remaining in full force and
effect; and,
WHEREAS, the cost for the additional services needed, as detailed in the attached
Supplemental Agreement No. 1, which by this reference is made a part hereof, is comprised of an
additional sum estimated to be $218,500.00, 90% of which will be paid from federal funds and the
City's local share, being $21,850.00, will be paid from the 2018 Transportation Fund 13185,
Transportation Bonds Organization 117117.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA:
THAT, as recommended by the Mayor, the Supplemental Agreement No. 1, with Olsson, Inc.
for the 33rd & Hamilton Intersection Project known as Project No. HSIP-28(139), State Control No.
22848 and OPW 541.00, with a cost to the City of$21,850.00 to be paid from the 2018 Transportation
Fund 13185, Transportation Bonds Organization 117117, is hereby approved; and,
THAT, the City Council hereby authorizes the Mayor and City Clerk to sign the attached
Agreement on behalf of the City of Omaha.
3258grp APPROVED AS TO FORM:
21//2Z-
CITY ATTORNEY DATE
Exhibit "C"
L.
Adopted: L.° °` r y� l_
Attest:
City CI
Approved:
yor
ACTING
Agreement No. BK2203-001
Effective (NTP) Date 11/14/2022
Supplement Amount $218,500.00
Total Agreement Amount CPFF $225,675.91
PROFESSIONAL SERVICES AGREEMENT
SUPPLEMENT NO. 1
PRELIMINARY ENGINEERING SERVICES
CITY OF OMAHA, NEBRASKA
OLSSON, INC.
PROJECT NO. HSIP-28(139)
CONTROL NO. 22848
33RD & HAMILTON, OMAHA
THIS SUPPLEMENTAL AGREEMENT is between the City of Omaha, Nebraska ("LPA")
and Olsson, Inc. ("Consultant"), collectively referred to as the "Parties".
WHEREAS, Consultant and LPA entered into an agreement ("Original Agreement")
executed by LPA on March 2, 2022 for Consultant to provide Preliminary Engineering Services
for LPA's project, and
WHEREAS, it is necessary that Preliminary Engineering services as outlined in Exhibit
"A" be added under this Supplemental Agreement, and
WHEREAS, it is necessary to increase Consultant's compensation by this Supplemental
Agreement for the additional work necessary to complete the services under this Agreement,
and
WHEREAS, LPA desires that this project be developed and constructed under the
designation of Project No. HSIP-28(139) and formally authorizes the signing of this Agreement,
as evidenced by the Resolution of LPA dated day of , 20 ,
attached as Exhibit"C" and incorporated herein by this reference.
NOW THEREFORE, in consideration of these facts and mutual promises, the Parties
agree as follows:
SECTION 1. SCOPE OF SERVICES
Consultant will perform the additional work as set out in Exhibit"A", Consultant Work Order and
Scope of Services, and Exhibit "B", Consultant's Fee Proposal, attached and incorporated
herein by this reference.
SECTION 2. NOTICE TO PROCEED AND COMPLETION
2.1 LPA issued Consultant a written Notice-to-Proceed on November 14, 2022. Any work or
services performed by Consultant on the project prior to the date specified in the written
Notice-to-Proceed is not eligible for reimbursement.
2.2 Consultant will complete all work stipulated in the Original Agreement and this
Supplemental Agreement by August 29, 2024.
SECTION 3. FEES AND PAYMENTS
Section 2 in Exhibit "C" of the Original Agreement is hereby amended in accordance with Exhibit
"B" and as shown below.
T-AGR-1&2S2 (rev 10-31-2018) Page 1 of 3
PROFESSIONAL SERVICES AGREEMENT—SUPPLEMENT
This Amended
Previous Supplement Agreement
Amount* Amount Amount
$ 2,288.54 $67,040.94 $69,329.48 For actual direct labor costs
$ 4,109.46 $128,776.43 $132,885.89 For indirect labor costs &direct expenses
$ 777.91 $ 22,682.63 $23,460.54 For a fixed fee for profit
$7,175.91 $218,500.00 $225,675.91 Total agreement amount
*Includes all prior supplements
SECTION 4. CONFIDENTIAL INFORMATION
Documents submitted to LPA, including invoices, supporting documentation, and other
information are subject to disclosure by LPA under the Nebraska Public Records Act found at
Neb.Rev.Stat. § 84-712 et.seq. Accordingly, Consultant shall redact or not submit to LPA
information that is confidential, including, but not limited to, financial information such as social
security numbers, tax ID numbers, or bank account numbers. Consultant understands that LPA
does not have sufficient resources to review and redact confidential information submitted by
Consultant. If such confidential information is submitted, Consultant shall have no right of action
of any kind against LPA for the disclosure of such information.
SECTION 5. CONSULTANT CERTIFICATION AND REAFFIRMATION
The undersigned duly authorized representative of Consultant, by signing this Supplemental
Agreement, hereby reaffirms, under penalty of law, the truth of the certifications set out in the
Original Agreement and all Supplements thereto, including this Supplement. Further, Consultant
has a duty to inform LPA of any material changes in the accuracy of all assertions set out in the
Original Agreement and all Supplements thereto.
SECTION 6. CERTIFICATION BY LPA
By signing this Supplemental Agreement, I do hereby certify that, to the best of my knowledge,
Consultant or its representative has not been required, directly or indirectly as an express or
implied condition in connection with obtaining or carrying out this agreement to:
(a) employ or retain, or agree to employ or retain, any firm or person, or
(b) pay or agree to pay to any firm, person, or organization, any fee, contribution,
donation, or consideration of any kind.
I acknowledge that this certification is to be furnished to the FHWA, upon their request,
in connection with this agreement involving participation of Federal-Aid highway funds and is
subject to applicable state and federal laws, both criminal and civil.
SECTION 7. ENTIRE AGREEMENT
The Original Agreement, any and all other previous supplements thereto, and this Supplemental
Agreement, constitute the entire agreement ("The Agreement") between the Parties. The
Agreement supersedes any and all other previous communications, representations, or other
understandings, either oral or written; all terms and conditions of the Original Agreement and all
previous supplements thereto, to the extent not superseded, remain in full force and effect, and
are incorporated herein as if set forth in their entirety.
Project No. HSIP-28(139) Page 2 of 3
Control No. 22848 Agreement No. BK2203-001
PROFESSIONAL SERVICES AGREEMENT—SUPPLEMENT
IN WITNESS WHEREOF, the Parties hereby execute this Supplemental Agreement
pursuant to lawful authority as of the date signed by each party. Further, the Parties, by signing
this Supplemental Agreement, attest and affirm the truth of each and every certification and
representation set out herein.
EXECUTED by the Consultant this 23 day of 00\1 ,-e✓ , 20 27.
OLSSON, INC.
Michael C. Piernicky
'440.4 ,
Vice President
STATE OF NEBRASKA)
)ss
DOUGLAS COUNTY )
SUBSCRIBED AND SWORN to before me this S day of *VrKIC14! , 20�.
GENERAL NOTARY-State of Nebraska
►uIICHELE CZERWINSKI
�] F ray Comm. I. •'al 2 2023
Notary Public
EXECUTED by LPA this LLB iday of I---)ef�;/y1. i ,/ , 207Z.,
CITY OF OMAHA, NEBRASKA
Jean St ert
yor c
SUBSCRIBED AND SWORN to before me thisZz day of IC Pyv. be<2077.
Clerk
STATE OF NEBRASKA
DEPARTMENT OF TRANSPORTATION
Form of Agreement Approved for
Federal Funding Eligibility:
Date
Project No. HSIP-28(139) Page 3 of 3
Control No. 22848 Agreement No. BK2203-001
Consultant Work Order
(Local Projects)
Project No.: Control No.:
HSIP-28(139) 22E48
Consultant:(Name and Representative) Agreement No.: Work Order No.:
Olsson,Aaron Keller BK2203 1
LPA:(Name end Representative) Constr.Change Order No.:(if applicable)
City of Omaha,David Nassi N/A
All parties agree the following described work needs to be performed by the consultant as part of the referenced project.
All parties concur and hereby give notice to proceed based on the following:justification to modify contract, scope of
services,deliverables, schedule, and estimated total fee.AU other terms of existing agreements between the parties are
still in effect.it is understood by all parties that the work described herein will become part of a future supplement to the
agreement indicated above.
Justification to modify agreement:(include scope of services,deliverables,and schedule)
Design efforts need to begin on this safety project in order to maintain the programmed schedule.A fully executed
supplement to the original contract is in process.See attached details.
Work Title Summary of Fee
A. Total Direct Labor Cost = 67,040.94
B. Overhead(Factor'x A) = 121,980.99
Design Services C. A+B = 189,021.93
D. Profit/Fee(Factor`*x C) = 22,682.63
*Overhead Factor. 181.95% E. FCCM(Factor*"x A) = 181.01
**Profit/Fee Factor- 12.00% F. Direct Non-Labor Cost = 6,614.43
***Facility Capital Cost of Money(FCCM): _ 0.27% G. Subconsultant Services = 0.00
Total Fee Notes: TOTAL FEE: C+D+E+F+G = 218,500.00
❑ ESTIMATED TOTAL FEE:
® FINAL TOTAL FEE: $218,500.00
Work Order Authorization—May be granted by email and attached to this document.
Consultant:
Notice to Proceed
Name SignatureDale— will be granted by
LPA:
email by:
LPS PC for
1U701 NMS5a _ 1140/2022- Preliminary
Name I nature Dale Engineering&
LPS PC(for Preliminary Engineering)and State Rep.(for Construction Engineering): CD PC for
Construction
_ . .. _.._..__ _ ..__.... Engineering.
Name Signature Date
LPS Unit Head Review(forPE A se):
,l ri6
‘1 g4-1NamData ! FM1S Approval Date:
LPS Manager or Construction Engineer(Construction ): ,n
Name Signature Date
FHWA: (FHWA Approval on Full Oversight Projects Only): Notice to Proceed Date:
Name Signature aw.. Date
Distribution: Consultant, LPA—RC, State Rep., FHWA, LPS PC, NDOT Agreements Engineer, Highway Funds Manager, CD PC
NDOT Form 250,November 18
Exhibit"A"
Page 1 of 30
Agreement BK2203-001
EXHIBIT "A"
Scope of Services
Project Name 33rd & Hamilton
Project No. HSIP-28(139)
CN: 22848
Engineering Design Services
Text shown below that has been struck through (cxamplc) is not a part of this scope and has
been left in this document simply as a place holder.
Upon receipt of notice to proceed from State and/or LPA, Consultant agrees to complete all the
following services as part of developing construction plans that are ready for State's use in a
bid-letting for this project.
PROJECT DESCRIPTION
The project will reconstruct the existing intersection of 33 Street and Hamilton Street, which is
anticipated to include a roundabout. The 2-lane sections on both Hamilton St and 33rd St will be
reconstructed as necessary to accommodate a roundabout intersection. On-street parking will
be removed near the intersection on 33 Street. The project will include new pavement, driveway
reconstruction, sidewalk improvements, curb and gutter, raised medians, and storm sewer
improvements. Anticipated construction activities may include utility work, paving, grading, ADA
improvements, retaining walls, as well as traffic signal removal, signage, and striping.
TASKS AND TASK ASSIGNMENTS
This project is located in the jurisdictional area of a Metropolitan Planning Organization (MPO)
and has a Responsible Charge (RC) who is an employee of the respective Local Public Agency
who will manage the project (City of Omaha). Nebraska Department of Transportation (NDOT)
will manage thopr oje and will act,as-the RC when located eutside-ef the-Pam
It is anticipated the project will require the following major tasks:
a. Environmental Documents and coordination (Design Consultant/NEPA Consultant)
b. Project Management and Quality Control
c. Preliminary Field Survey
d. Right of Way Survey
e. Roadway Design (including Right-of-Way Design)
f. Hydrology and Hydraulic Design
g. Bridge Dcsign and Concrete Box Culvert Design.
h.
prepared by the NDOT'c Roar) ide Stabilization l it. The erosion control plans will
be designed by the Design Consultant. NDOT's Roadside Stabilization Unit will
prepare and submit the Notice of Intent, NPDES permit and the SWPPP.
i. PS&E Submittals
Exhibit"A"
Page 2 of 30
Agreement BK2203-001
j. Project Meetings (Kick off meeting, Progress, Plan in Hand (PIH) meeting, Utility
meeting, and Project Coordination meetings)
k. Public Involvement
I. Gcological Studics
APPLICABLE PUBLICATIONS
Overview: Work shall be done in accordance with the most current version of the
following materials. The most current versions of the NDOT materials can be obtained
from the NDOT Website.
1) LPA Guidelines Manual for Federal-Aid Projects. NDOT April 2009
2) A Policy on Geometric Design of Highways and Streets 2018 (AASHTO)
3) Federal Emergency Management Agency (F.E.M.A.) National Flood
Insurance, Flood Boundary and Floodway Map, and Flood Insurance
Study (FIS)
4) Manual on Uniform Traffic Control Devices (FHWA), 2009 Edition
5) MUTCD - Nebraska 2011 Supplement to the MUTCD
6) Nebraska Minimum Design Standards—Counties, Municipalities, State-
2016 (or most current) (Nebraska Administrative Code Title 428; Rules
and Regulations of the Board of Public Roads Classifications and
Standards
7) Nebraska State Plane Coordinate System Datum Adjustment
Computations Lambert Conformal System Manual
8) Roadside Design Guide, 2011 (AASHTO)
9) Standard Specifications for Highway Construction 2017 (or latest edition)
(NDOT)
10) NDOT Hydraulic Analysis Guidelines for Consultant
11) NDOT Roadway Design Manual & Drainage Design and Erosion Control
Manual
12) Bridge Office Policies and Procedures Manual
13) NDOT Geotechnical Policies and Procedures Manual
14) Uniform Relocation Assistance and Real Property Acquisition Act (the
Uniform Act)
15) The NDOT Right-of-Way Manual.
16) Evidencing Nebraska Land Titles (Nebraska Land Title Association)
17) So you Want Access to the Highway (March 2008)
18) Access Control Policy to the State Highway System, 2006 or latest
(NDOT)
19) Union Pacific and BNSF Railway Guidelines for Railroad Grade
Separation Projects
20) Omaha Regional Stormwater Design Manual (2014)
Exhibit"A"
Page 3 of 30
Agreement BK2203-001
SOFTWARE AND EQUIPMENT REQUIREMENTS
1. The Consultant's design and drafting software and design files must be
compatible with NDOT's design and drafting software. Information on NDOT's design
protocol can be found on NDOT's website on the Roadway Design page;
https://dot.nebraska.gov/business-center/design-consultant/.
2. The Consultant's design must be accomplished using the design software
OPENROADS but no version later than that in use by NDOT. The consultant's design
must follow NDOT's drafting procedures, guidelines, and file naming convention using
the appropriate version of OpenRoads. Format CAD software. Consultant's use of an
earlier version of Bentley OpenRoads may be approved for specific activities with written
permission of NDOT and at NDOT's sole discretion.
3. In many cases, projects will require that a 3D model be generated using Bentley
OpenRoads technology.
4. Reports and documents must be submitted in a form compatible with Microsoft
Office products unless otherwise directed.
5. The Consultant will provide all software and computer equipment required to
complete the work including any analysis software required to perform the bridge design
work.
6. The Consultant is required to complete work(CAD/OpenRoads files) within the
ProjectWise environment if NDOT acting as RC on project. All project document
submittals (non CAD/OpenRoads) are to be uploaded into OnBase. Modeling files to be
located within ProjectWise
EXPECTATIONS FOR THE DELIVERABLES
1. The consultant shall provide to NDOT acceptable final plans, specifications, and
estimates (PS&E) for use in a bid letting and construction of the project. The Consultant
shall seal and sign the final plans and applicable deliverables in accordance with the
Nebraska Engineers and Architects Regulation Act. Consultant shall also provide to
NDOT all applicable supporting documentation and reports as described in the Task
Order.
2. Plans and special provisions shall be developed in compliance with the manuals,
guidelines and specifications as listed in the Qualifications, Knowledge and Experience.
3. Consultant shall submit to the NDOT roadway design plans at the following
stages, when applicable: before the plan-in-hand field inspection, before public
meetings, at draft PS&E completion stage, and final PS&E package. Deliverables must
be completed and submitted in accordance with the schedule set out in the Task Order.
4. Deliverables must be submitted in electronic form as outlined in the Task Order.
5. Submittals will be reviewed and approved by City of Omaha and NDOT.
Consultant shall address all issues raised by City of Omaha and NDOT's review and
make all necessary changes to the work.
Exhibit"A"
Page 4 of 30
Agreement BK2203-001
DESIGN PLAN PREPARATION AND ASSEMBLY
Overview. These tasks are to develop design plans and assembly of design plans of
items not shown in the Roadway Design section. Items to be included, but not limited to,
can be found in the NDOT Roadway Design Manual under Highway Plans Assembly.
These are the plans which will be let to contract; therefore, plans should be thoroughly
checked for completeness, accuracy, and formatting by the design technician, the
roadway designer, and other contributing parties.
Drafting Procedures. Consultants using MicroStation will follow the State's CADD
drafting procedures and guidelines in preparing plans. File names must follow the
State's CADD naming convention. Line weights, line styles, test size and leveling must
follow the State's guidelines.
NDOT's CADD drafting standards do not apply for projects developed in AutoCAD,
however, the Consultant shall make an effort to follow the State's CADD drafting
procedures and guidelines in preparing plans.
Format of Project Plans
1. The Consultant shall prepare plan and profile plan sheets on a scale of 1" = 20'
and "J" (enlarged detail) sheets on a scale of 1" = 50' (rural) or 1" = 20' (urban).
2. All full-sized plan sheets must be approximately 21" x 36" 22" x 34". The border
sheet information is on NDOT's website. All half-size plan sheets must be 11" x 17".
3. Any materials submitted to the State by the Consultant must be on equivalent to
white bond.
4. Any material which does not produce an acceptable reproduction will be returned
to the Consultant for rectification.
5. The Consultant shall follow the State's CADD Drafting procedures and guidelines in
preparing the project plans.
a. Sheets must be set up according to the State's procedures.
b. File names must follow the State's CADD naming convention.
c. Line weights, line styles, text size and leveling must follow the State's
guidelines.
6. The CADD files must also conform to the following standards and conventions:
(a) Working units must be:
1. Master Units = Survey Feet (sf)
2. Sub Units = inches (in)
3. Resolution = 1000 per survey foot
4. Accuracy = 0.1234
5. Working Area = 813.442402 miles
(b) The Co uitant shall tie the prof t ' to }h S} to PI C di +
e
text sizes and leveling will fvn;w NDOT's ider The City of Omaha shall
Exhibit"A"
Page 5 of 30
Agreement BK2203-001
perform the topo survey and provide the electronic topography file to the
Consultant.
Format of cross-sections
1. Plot all cross-sections. This includes labeling stations on the right side of the
sheet, labeling existing and design centerline elevations at centerline and
labeling offset distances every 5 or 10 feet at the bottom of each sheet.
2. Plot cross-sections on standard size sheets (same size as project plan sheets)
according to the State's standards.
3. Stamp or plot in the upper right corner of each sheet the control number,
horizontal and vertical scale. Plot the roadway cross-sections at the scale of 1" =
10' H &V, or 1" = 20'H &V.
4. Plot cross-sections with stations progressing upward from the bottom to the top
of the sheet.
5. Plot the cross-sections so that there is room for the improvement cross-section.
Do not overlap cross-sections.
6. Cut cross-sections at 4-0025-foot intervals (maximum) and at other locations as
needed.
7. Plot a cross-section at each location when there may be a drainage structure
needed and at driveways, intersections, or other unusual features.
8. Plot drainage structure cross-sections and keep them separate from roadway
cross-sections.
9. Plot drainage structure cross-sections at the following scales:
a. Storm Sewer 1" = 10' H & V.
b. Roadway Culverts 1" = 10' H & V.
10. Plot computer roadway cross-sections in the following manner:
a. Plot original ground with a dashed line.
b. Plot design template with a solid line.
11. Plan Sheets. The consultant will refer to NDOT Roadway Design Manual for a
complete list of plans sheets to be included in the plan set. The Consultant will
develop special plans. Standard plans are not included with the plan set, but a
current up to date list of Standard Plans used for the project will be included to be
placed on the Title Sheet.
The State or LPA Shall Provide:
PRELIMINARY ITEMS
1. As-built or design plans of the existing and adjacent roadways (if available).
Existing work already completed including tra fic study, geotechninal reporF and
survey.
3. Any drainage studies completed in the area (if available).
4. Names of known utilities, addresses and permits listing use and occupancy
permit data along the project.
5. Electronic files of current aerial photographs (if available).
Exhibit"A"
Page 6 of 30
Agreement BK2203-001
6. Existing cadastral maps, plat maps, etc. electronic right-of-way files of the project
area (if available).
7. Traffic count information. (NDOT City of Omaha)
8. Crash history for study corridor intersection. (NDOT City of Omaha)
9. Detour route.
10. Section Corner Ties to corner monuments.
11. Existing benchmark information.
12. ROW negotiations and acquisitions.
13. Permit to occupy ROW(NDOT Form 19)
14. Local Public Agency (LPA) Project Programming Request (NDOT Form 530)
15. Probable Class of NEPA Action (NDOT 53) Form.
16. CCTV investigations and analysis of the existing storm and sanitary sewers
within the project area (City of Omaha)
17. Title Research and Title Reports
Consultant Shall Provide:
PROJECT MANAGEMENT AND QUALITY CONTROL
Coordination of Design Professional and Scheduling. The Consultant Project Manager
will serve as point of contact, maintain project schedule and coordinate work of sub-
Consultants
THE CONSULTANT SHALL NOTIFY THE LPA AND NDOT OF ANY CHANGES
MADE TO THE DESIGN OR PLANS AFTER THEY HAVE BEEN SUBMITTED TO
AND/OR REVIEWED BY THE BOTH THE LPA AND STATE. SUCH CHANGES ARE
DISCOURAGED, UNLESS THEY ARE IMPERATIVE OR AT THE REQUEST OF THE
LPA AND/OR STATE.
1. Project Management. This task includes activities to initiate and monitor project
schedules, workload assignments and internal cost controls throughout the project. Also
included are efforts to prepare and process invoices, prepare monthly progress reports
and prepare project correspondence with the Responsible Charge (RC) and to NDOT
and maintain project records.
2. Project Description/ Purpose and Need/ Project Details: The Consultant
shall work with the NDOT and the NEPA Consultant when updates or corrections are
needed to the existing approved corresponding documents.
3. Quality Assurance/Quality Control. The Consultant will perform QA/QC checks
at various stages of the project including prior to any official submittal.
Exhibit"A"
Page 7 of 30
Agreement BK2203-001
MEETINGS
1. Plan-In-Hand Meeting: The Consultant will schedule and attend a plan-in-hand
meeting to review the thirty (30) percent preliminary roadway design plans. (On-site
meeting)
2. Project Coordination Meetings: The Consultant will meet with the LPA and
NDOT to discuss the status of plan development and coordinate design activities at
different stages throughout the project. The consultant should anticipate six virtual
meetings (PCMs 20, 30, 35, 50, 70, and 90). The Consultant will be responsible for
preparing meeting minutes.
3. Meetings with Utilities. Three (3) utility coordination review meetings will be
scheduled. Effort is also included for coordination via the phone and up to six (6) total
one-on-one meetings with affected utilities.
4. Encroachment Meeting. The Consultant will meet with the RC and PC and
other representatives following the post plan-in-hand submittal to perform a site
encroachment review. The Consultant will be responsible for documenting and
distributing an encroachment report.
Survey
All tasks within this Survey section will be performed by the City of Omaha with the
resulting information provided to the Consultant for use on the project.
survey iRel- di„g the ex; ting centerline, intersecting streets, and drives, tying the
technology in MicroStation *dgn. format. Copies of field book records and electronic
records will be submitted to the RC at the completion of final design. Natural topographic
tenth (0.1) of a foot. All such topographic features, which are pertinent to the design or
are nece,•,,ary to properly show the effect of-the-pre-pa
property and/or improvements, will be recorded. The topographical survey will not
include an exact and detailed tree count. The consultant will complete a site visit after
LOC's are created noting the size, type and location of trees to be removed. Station and
offset will be noted on the plans. Unless otherwise noted the limits of the survey are to
of the project and 500 feet beyond the end of the project. The topographic survey will
Exhibit"A"
Page 8 of 30
Agreement BK2203-001
centerline.
2. Digital Terrain Model. A Digital Terrain Model will be provided for use in cross section
c ds+n-adjacent building limits) will be recorded. All above and-below ground utilities will
rim and flow line elevations surveyed.
3. Base Map Preparation. Consult
survey data.
1. Horizontal and Vertical Control. The design consultant will establish control points
topographic feat ec of n r.t nature
a) Horizontal control points will be established and referenced to existing section
corners The control oint ill he norm nont t re d t' d t AI h I
N N
State Plane Coordinate system.
b) Vertical control poin � ill be stabl' h d fer d t I SGS ^ ^' D88
Tom- cti�cugrr�n ed� b-a--f�hfV-L-�88
not to exceed 500 feet.
by the County Surveyor.
be shown based on visible, above ground, evident in the field and utility locator's markings.
The project liaison will assist in
7. Note Reduction/Preliminary Plotting. This task will include the effort for gathering data
all topographic items.
existing right of way, assume 10 tract (s):
stake new and existing right of way, assume 10 tract (s).
•
•
•
•
Exhibit"A"
Page 9 of 30
Agreement BK2203-001
Condemnation Hearing so the-Beard-ef A a+
temporary and permanent easements), assume tract (s).
Consultant will prepare condemnation plats. The plat is a unique plan sheet showing the
condemned tract along with the metes and bounds reflected in the 1ega--deseciptioh—A
also included as part of the plat. Emphasis should be made to keep the plat(s) to a
electronic version of the legal descriptions will also be submitted, ac.sume tract (s).
need for the taking, assume tract (s).
•
•
•
•
should be staked:
1. Existing ROW
2. Existing Control of needs.
3. Existing Control of Access Breaks.
staked).
5. New ROW
Permanent
7. New Temporary Easements.
8. New Control of Access Br ks
For each ❑ne he ROW tak a h ld + ini „um include the staking of points at the
following:
1. The ends of each line.
2. Their intersection n iith a properly lino
3. Their intersection with lot lines, section, quarter section line, etc.
/1. Any deflection points within the line (turn points).
5. If a line involves a long straight run interim stakes along the line should be placed
as needed to cloy doh-etc-the line in the field.
feature-such as a structure, enter n vet sell
7. The stakes should be clearly visible in the field and denote the type of line(s) it is
representing. Information to be included on the stakes include.
8. A color identification (surveyors' tape and/or paint) unique to the type of line.
Generally, Orange for ROW and Yellow Green for easements.
10. The di tahee to Centerline
11. The Station
Exhibit"A"
Page 10 of 30
Agreement BK2203-001
Preliminary Roadway and ROW Design
Overview. The following task will be used to accomplish Roadway Design and in the
development of design plans. This task includes roadway design services during the
Plan-in-Hand phase.
The Design shall be in conformance to "Nebraska Minimum Design Standards" for New
and Reconstructed Projects, 3R Standards (Resurfacing, Restoration and Rehabilitation)
and the "NDOT, Standard Specifications for Highway Construction". Reference to local
standard plans and specifications is not allowed, such plans and specifications must be
included within the PS&E package as special plan sheets or special provisions.
The consultant is to make every effort to use NDOT standard items, standard plans, and
products from the NDOT approved product list in the design of the project. Items unique
to the project and not on the standard item list, will need a special provision stating the
method of construction, the unit of measure, and method of payment. Specialty items
not on the approved product list will require the consultant to provide a list of 3 or more
products/suppliers and an "or approved equal statement". Approval by NDOT is needed
before the item may be incorporated into the project.
1. Data Collection and Review. For gathering, reviewing, and organizing data for the
project such as review of the as-built plans, survey data, current roadway conditions,
and other supportive documentation. The City of Omaha will provide the ADT and other
traffic information.
2. Traffic Technical Memo
Overview. The following task will be used to document the traffic analysis at the
intersection, including crash history, speed data, signal warrant evaluation, and traffic
operations. The analysis will follow the NDOT and City of Omaha criteria.
a. Data Collection and Review. It is assumed the City of Omaha will provide all
relevant information performed at the intersection to date, including the crash
history, speed data, and counts at the intersection.
b. Capacity Analysis Summary. A capacity analysis will be conducted at the
intersection with roundabout control using Sidra Version 9. Intersection level of
service (LOS) results will be evaluated and summarized.
c. Study Documentation. The study results will be documented in a Technical
Memorandum to be submitted to the NDOT and City of Omaha to review.
3. Roadway Horizontal Alignment. This task includes the design and drafting of the
horizontal alignment(s). Task includes creation of the Control Point/PI/Curve Data F
sheet(s); the Consultant will create Horizontal Alignment and Orientation (F Sheets) on
any design alignments.
Exhibit"A"
Page 11 of 30
Agreement BK2203-001
4. Roadway Vertical Alignment. This task includes the design and drafting of the vertical
alignment(s) and/or adjustment of vertical alignment(s).
5. Template Roadway Cross Sections. Develop the design templates necessary to
template the cross sections, including design of special ditches.
6. Limits of Construction. This task includes efforts to electronically model the project in
order to create LOCs for the project. The Consultant will define and draft the limits of
construction on the plan sheets. These limits are to be used to determine environmental
impacts and right-of-way requirements.
7. Earthwork. Determine earthwork balance factor. Process the earthwork for each
alignment, including any extra earthwork due to large driveways, guardrail, or any other
cause for earthwork. Calculate earthwork quantities and produce earthwork summary
and plan notes.
8. Roadway Geometric Design. This task includes the geometric design of all Roadway
alignments, intersections, driveways, parking lot reconstruction, sidewalks, and
pavement transitions, which includes setting up all the geometric sheets for the project
and labeling.
9. Storm Sewer and Drainage: This task includes hydrologic and hydraulic analysis for
design of the new storm sewer system for the new and reconstruction portion of the
project. This would include hydrologic review to determine drainage areas and
discharges to the roadways for multiple storm events; development of a hydraulic model;
identification of outlet storm sewers or drainage ways; and required improvements to
outlet storm sewers or drainage ways necessary to drain the reconstructed highway. The
storm sewer design will review the 10-year storm event to determine if a reasonable and
practical storm sewer system can be provided to meet the current criteria. If it is
determined that it is not practical to meet a 10-year storm event, a practical design
approach will be used to determine a reasonable design that meets or exceeds the
capacity required to convey a 2-year design storm. The design of the storm sewer will be
developed in a manner to accommodate phased construction of the project that will
maintain existing roadway drainage while providing outlets for the new storm sewer
being constructed. This work also includes development of drainage plans and storm
sewer profiles. Storm sewer design will be based upon the new and reconstruction urban
segment.
of the-following for each area NDOT's PipePet+ a e follewed-
a. Compute ar a size and Q.
b. Determine allowable H.W.
c. Size culvert and compute H.W.
d. Using design crosc sections, determine length of culvert.
Exhibit"A"
Page 12 of 30
Agreement BK2203-001
c. For ach culvert, chow the Station, D.A., Q., H.W., Size and Length.
f. Determine location of new/existing culverts with special ditch locations
g. Draft culvert build notes
11. Construction and Removal. Development of Construction and Removal notes detailing
construction and removal items not specifically identified elsewhere in this scope. NDOT
CAD standards and construction/removal notes/tabs are to be used.
12. Utility Coordination/Verification. The Consultant will draft utilities on the plans that
were not included in the preliminary plotting and for limited coordination with the utilities,
to verify the location and type of utility. In addition, the Consultant will coordinate and
schedule a Utilities meeting to identify and work through potential conflicts identified in
the prclimina y-39% Plan-In-Hand plans and prepare NDOT Standard Utility contracts
and pole tab sheets. (LPA is responsible to coordinate utility agreement negotiations
with utilities) as well as prepare call reports of all correspondence with contacted utilities.
13. Construction Phasing/Detour Rout . The Consultant shall
develop traffic phasing concepts to allow for reasonable access during construction for
highway and local traffic that may include detours and staging of construction. The
Consultant shall prepare a written description of the Construction Phasing, noting detour
routes if applicable. This phasing plan shall be submitted at the time of the Plan-in-Hand
submittal.
14. Erosion Control. This task includes effort required to design and draft both temporary
and permanent erosion control measures for the project. The consultant will submit the
erosion control plans to the LAD of NDOT for review and concurrence by NDOT
Roadside Stabilization Unit.
15. Quantities/Estimates. Develop and tabulate all the preliminary quantities. Computation
sheets will be submitted with all Quantities to the RC and/or the LAD of NDOT for all
submittals; including Pre/Post Plan-in-Hand and Final Plans, using NDOT standard bid
items, NDOT Project Information sheet (NDOT Form 342), and NDOT quantities forms
(NDOT Form 343 and NDOT Form 355). In addition to these submittals, opinion of
probable cost will be updated and submitted yearly (January 31) throughout the
preliminary engineering and final design phases. Estimate of probable cost will be
prepared by the Consultant using recent bid tabulations and other available information.
16. Typical Sections. This includes design and drafting the typical cross sections and other
details as needed for the project.
17. E Sheets. This task includes developing the wetland aerial plan sheets ("E" Sheets)
from the ortho. This task will include effort to illustrate and label wetlands, restricted
areas, channels, alignments, impacted areas, reference files, and other wetland
features. This task includes effort to illustrate sensitive areas including, but are not
Exhibit"A"
Page 13 of 30
Agreement BK2203-001
limited to, 4(f) properties, Section 106 sites, and T&E areas.
18. Guardrail. This task includes effort to analyze potential guardrail locations and design
new-g-u-a-Fel-r-aii-at-locrati-e-n-s-that-el-e-R-Gt-rneet-G-61-r-Fel4t-standar-el-s-ar--are-affe-Gte€1- ether
Guide.
19. Retaining Wall Sheets: This includes preparing geometrics, typical sections, and
vertical alignments for retaining walls as appropriate to minimize right-of-way
acquisitions. Retaining walls (less than four feet (4') tall) are anticipated in the northwest
and southwest corners of the intersection. Includes stairs and handrails as appropriate
for private sidewalk access.
20. Pavement Marking & Signing Sheets: This task includes design and drafting the
pavement marking & signing sheets and details as needed for the project.
21. Lighting Plan Sheets: The streetlights will be coordinated and installed by either the
City or others. If necessary, the City Traffic Division will provide lighting red lined plans
for drafting by the consultant. This work shall require separate authorization and notice
to proceed form the City.
22. Floodplain Permitting Identification. This task includes the following:
Determine if the project will have construction occurring in a floodplain, whether crossing
or parallel. The Consultant determines if the project crosses or occurs within a mapped
floodplain, or in the case of parallel floodplains determines and quantifies the highway
embankment work that will encroach into the area mapped as a floodplain.
a Floodplain Certification Package. The package is to include a memo describing the
si ned�aaled and dated by a n f s ion l eng r certif omplia ith
v�a�r vicoovi ia �I 19111GGI c�iziiy-�i�9 oci iF�it�i we vvir
Flood Insura.nce_Rate_Map(FIRM).FIRMette can per-printed,-; it Tetter--I-ega-1 or
iz at the followin website, 7+rtp%c�ema.gov The LPG with
assistance from the Consultant is to apply for the pe it
24. Plan-In-Hand Report. The Consultant will prepare and submit a draft Plan-in-Hand
report within two (2) weeks of the meeting summarizing the findings and decisions made
regarding the project design. The draft PIH report will be submitted and routed for
review and comments. The consultant will address the comments (within 2 weeks) and
submit the final PIH report.
25. Working Day Calculations. Working Days for construction activities will be calculated
at the Plan in Hand plan stage and incorporated into the draft PIH report and updated at
the Draft Final PS&E plan stage.
Exhibit"A"
Page 14 of 30
Agreement BK2203-001
26. Pavement Determination. The Consultant shall NN rovide complete r7 rume t tion f th
structural pavement d siiggn y is us„d for-the Wiest. The pavement analysis must
•�uv��w�aw JTiITI GTI Tl ..T�J'ZT�Ii
be a nationally recognized method, such as AASHTO, AIM, PCA, etc. The Pavement
included ace part of the documentation The standard City of Omaha pavement section
will be used on this project.
Deliverables
a) Meeting Minutes for all meetings to be summarized emailed to the Client, NDOT
and applicable stakeholders within (2) days of meetings.
b) Hydraulic Report and Data Sheet City of Omaha Drainage Report
c) Deliverables for the Plan in Hand Phase include:
i) Preliminary Waterway Permit Data Sheet, NDOT Form 290
ii) Erosion Control P d Checklist, €x ibit-G e ndDOT
R oadvv,ayDoocign Prororr O utlino (DPO) if a li hl
iii) FAA Form 7460 1 when applicable
iv) Plan in Hand Plan
v) Project Information Sheet NDOT Form 3,12
vi) Project Quantity Sheet, NDOT Form 313E
iii) Draft Plan in Hand Report (pdf f r at)
viU)Pla iii Hand play i� vvith commentss een'solldated en one set
d) Design Criteria, NDOT Form 76
e) Preliminary Waterway Permit Data Sheet, NDOT Form 290
f) Erosion Control PIH Checklist, Exhibit G o NDOT Roadway Design Process
Outline (if applicable)
g) PIH Plans
h) Project Information Sheet, NDOT Form 342
i) Draft PIH Report
j) PIH Plans with comments on one set
k) Final Plan-in-Hand Report(pdf format)
I) Plans/display showing project in relation to mapped floodplains/floodways, if
applicable
m) Opinion of Probable Construction Cost
n) Construction and working day estimates
o) Updated project description, project details, and purpose and need as necessary
p) Pavement Determination
q) Working Day Calculations
r) Cost Estimates
s) KMZ file at each plan submittal
t) Utility Call Reports or equivalent documentation
Refer to last page of this Scope of Services for detailed list of required plan sheets at
each phase of project.
Exhibit"A"
Page 15 of 30
Agreement BK2203-001
Post Plan in Hand Plans
1. Post Plan in Hand plans incorporate review comments needing revisions
identified during the plan in hand and serves as a mid-point check of the design.
2. Post Plan in Hand Plan Submittal: The Consultant shall submit a Post Plan-In-
Hand package to both the RC and NDOT PC for review. The package will include the
plan set and total project quantities.
Draft PS&E Submittal Plan-review
"', ups;-receipt of the Draf ,PS&€ Plans on-projects-P'DOT h s „ ed tiles
of the Responsible Charge (t
NDOT's Right of Way Di n ill ep the ROW(tenc t Ese.ti to
1 1[ CTI V VT!Y p 1 V 1.7c ITS I V V 111�1 GA G I GZI I G 1 0 0 4'Z�A�Lt�[n-1"rfl�c-
1. Incorporate review comments: The Consultant will address and incorporate
review comments from the Post Plan in Hand Plan review.
2. Draft PS&E Submittal: The Consultant shall submit a draft PS&E package, to
the Project Liaison RC and LAD NDOT PC for final review. The package will include the
plan set and total project quantities.
The only revisions to the Draft PS&E plans would be modifications resulting from
right of way negotiations, design modifications due to unknown utility conflicts or
revisions requested by an affected railroad.
Final PS&E Submittal/Blue Line Corrections
1. Final PS&E Submittal. Upon incorporating review comments into the plan set
and special provisions, the Consultant shall prepare and submit all drawings, special
provisions, and an estimate of quantities to the LAD Project Coordinator for the final
PS&E review. The completed PS&E plans to be submitted by the Consultant shall
include the following:
i. Electronic Plan Data for the Contractor:
ii. Slope staking information at locations where grading is to be completed to
flatten slopes, construct guardrail and mailbox turnouts, and construct
new erosion control curb and flumes. The Consultant shall provide the
State with samples of these items for approval of the formats and
information. Final construction information to be submitted as directed by
the NDOT Project Coordinator.
iii. Subgrade and finish grade information for new construction (previously
blue tops and paving grades).
2. Address comments or questions during PS&E Review this includes the effort
of addressing any questions or comments that arise during the PS&E review. And
making corrections per PS&E Comments (not to include errors or omissions), this
Exhibit"A"
Page 16 of 30
Agreement BK2203-001
includes corrections based on PS&E comments that make the plans biddable
(bluelines).
3. Electronic CADD files after PS&E corrections, the Consultant shall upload all
electronic CADD files to the State's FTP Site (ProjectWise). The following should also
be included:
a. Documentation File (metadata about the files provided, descriptions, etc.)
b. CADD Files (*.DGN format)
1) Alignment File(s), GPK file
2) Roadway Design Feature File(s)
3) ROW Feature File, if applicable
4) Wetlands Feature File
5) Topography Cross Sections (when available)
6) 3D Design Break-line file
c. Alignment Data
1) LandXML Format
d. Machine Control Surface Model files (LandXML format)
1) Existing Ground
2) Proposed Finished Grade
3) Proposed Grading Surface
e. Super-elevation Transition Diagrams
1) Super Diagram or Word Document
4. Printing this includes effort to print and resubmit any sheets that change
based on PS&E comments (not to include errors or omissions).
5. SWPPP When required by the NPDES Construction Stormwater Permit,
the Consultant shall provide a Stormwater Pollution Prevention Plan (SWPPP)
for the project. The SWPPP must be developed using NDOT's SWPPP template
that will be provided by the Roadside Stabilization Unit. The Roadside
Stabilization Unit will complete a redline review of the SWPPP and Erosion
Control Plans. The Consultant shall incorporate comments received from the
Roadside Stabilization Unit prior to delivery of the final documents.
6. Letting Task
a. Answering questions received from Contractors during Letting Phase
b. Supplying Information to NDOT for preparing addendums (will be
supplemented with future contract if needed)
c. Shop drawing review/approvals (will be supplemented with future contract if
needed)
DELIVERABLES FOR FINAL PLANS (PS&E) PHASE INCLUDE
Exhibit"A"
Page 17 of 30
Agreement BK2203-001
a. Revised Waterway Permit Data Sheet, NDOT Form 290
b. Floodplain Certification Package
c. Concrete Box Culvert Request Sheet, NDOT Form 67
d. Opinion of Probable Construction Cost
e. Two full-size sets of Final Plan electronic files (one stamped/signed and one
unstamped/unsigned both with preliminary stamp removed).
f. Project Information Sheet, NDOT Form 342
g. Project Quantity Sheet, NDOT Form 343E
h. Summary of Quantity Sheets, NDOT Form 355
Guardrail Summary, NDOT Form 195
j. Summary of Quantities and Locations of Surfaced Driveways/Intersections
k. Table of Drainage Summary Items, "Horse blankets"
I. Length Sheet, NDOT Form 415
m. PS&E Required Sheet, NDOT Form 280
n. Grading Item Summary, NDOT Form 64E
o. Special provisions
p. Standard Plan listing
q. Special Plan listing
r. Opinion of Probable Construction Cost
s. Certification of Compliance, NDOT Form 366
t. Floodplain Certification and Permit (If applicable)
u. Construction and working day estimates
RIGHT-OF-WAY DESIGN SERVICES
Overview: The following tasks will be completed to establish the existing Right-of-Way
and to design the proposed Right-of-Way. The consultant will complete and submit title
research, legal descriptions and ROW plans. The City of Omaha will perform the title
research and provide the title reports to the Consultant.
Qualifications, Knowledge and Experience. The Services must be completed by, or
under the direct supervision of a registered abstractor who is qualified and in good
standing to complete the Services in Nebraska. Consultant must be knowledgeable and
have substantial experience completing Services of this type.
Software, Equipment, and Submission Requirements. Title researcher will be
responsible for providing all necessary equipment, supplies, materials, and software to
complete the Services. The Certificate of Title reports shall be signed, converted to pdf
format, and submitted in readable electronic form. Supporting documents shall be
submitted in pdf,jpeg or tiff format. All deliverables shall be submitted using the
specified file naming convention.
Exhibit"A"
Page 18 of 30
Agreement BK2203-001
Format of Right-of-Way plans The Consultant shall submit all Right-of-Way plans as
half-size plans plotted at the appropriate scale. They must measure the standard
11"x17" paper that is used in any normal Xerox machine. The margins must measure as
follows: left margin must be approx. 1-inch, right margin must be approx. 5/16 inch, and
the top and bottom margins must be approx. 3/8 inch. The border used must be the one
supplied with the ROW cell file. It measures approximately 15 5/8 inches x
10 3/8 inches when plotted at 1" = 200' scale. The scale of the ROW plan sheets will
match the scale of the roadway plan sheets. Any materials submitted to the State by the
Consultant must be on or equivalent to white bond. Any material, which does not
produce an acceptable reproduction, will be returned to the Consultant for rectification.
The Consultant shall follow the State's "CADD Drafting procedures and guidelines" in
preparing the project plans. Sheets must be set up according to the State's procedures.
File names must follow the State's CADD naming convention. Line weights, line styles,
text size and leveling must follow the State's guidelines. The CADD files must conform to
the following standards and conventions:
Graphic elements must be placed in accordance with the State MicroStation Right-of-
Way element attributes standards. Working units must be:
1. Master Units = Ft
2. Sub Units = 1000 TH
3. Position Units = 1
File names must use State CADD naming convention.
Data Transfer It shall be the Consultant's responsibility to obtain the necessary software
to translate to and from the specified format for all electronic files supplied by the State
and for all electronic files prepared by the Consultant and supplied to the LPA/State. The
State and the Consultant shall transfer all Graphic files in a MicroStation dgn. Format. A
data sheet must accompany all electronic file submittals listing the file names and
detailing the method of placement so the State will know how to restore the data in our
system. All computer files shall be provided on either compact disk (CD) or loaded to
State's FTP site unless otherwise specified. The State will provide instructions and
password for FTP site with final contract documents.
1) Existing Right-of-Way Base. This task involves certified title research including:
collecting the Plat drawings (provided by City of Omaha), reviewing property titles,
reviewing survey data, and other necessary information to establish the existing Right-
of-Way, including easements, for the properties abutting the project. Title Searches to be
completed by the City of Omaha. Ownership plans will be developed from this
information and the consultant will have this task completed prior to the plan-in-hand
meeting.
2) Proposed Right-of-Way. The Consultant will determine the easements
(temporary and permanent) and right-of-way required to construct the project. It is
estimated that there will be up to 10 tracts associated with this project.
Exhibit"A"
Page 19 of 30
Agreement BK2203-001
3) Right-of-Way Plan Sheets. The Consultant will prepare right-of-way plan sheets
to include in the plan set. The sheets will include existing property lines and all proposed
right-of-way ownerships, easements and takings will be tabulated and shown on the
sheets. Tract Maps with all legal deg .
4) Title Research. All title research services will be performed by the City of
Omaha, completed in compliance with the Uniform Relocation Assistance and Real
Property Acquisition Act (the Uniform Act) and with the NDOT Right-of-Way Manual.
The Services must be completed by, or under the direct supervision of a registered
abstractor who is qualified and in good standing to complete the Services in Nebraska.
The City of Omaha must be knowledgeable and have substantial experience completing
Services of this type. The State will provide instructions and password for FTP site with
final contract documents. The City of Omaha will be responsible for providing all
necessary equipment, supplies, materials, and software to complete the Services. The
Certificate of Title reports shall be signed, converted to pdf format, and submitted to
State in readable electronic form. Supporting documents shall be submitted in pdf, jpeg,
or tiff format. All deliverables shall be uploaded to an ftp site specified by State using
State's file naming convention.
5) Permit to occupy right of way Projects encroaching on NDOT right of way
(utilities, drainage structures, grading, etc.) need to be permitted by the NDOT District
Construction office. At the Plan in Hand Plan design stage, NDOT will a"cist the
LPAILPA's with contacting the District Engineer„r Permits Officer t„ determine if
permit or permits are needed.
All requests for permitted access shall first be submitted to the District Engineer in
whose District such accec.s lies. Requests must be submitted on standard access permit
application form available from the Department (NDOT Form 19). The consultant shall
cnts or an acce"a
application or the construction of an access:
1. Highway and access plan and profile.
2. Complete drainage plan of the site showing impact to the highway right of way.
3. Map and letters detailing the utility locations before and after development in and
along the highway.
local offin ale and their comments sho Id he cl uded ith th plicatio
5. Property map indicating other accesses and abutting public roads and streets,
including those on the opposite side of the highway.
6. Proposed access design details, such as, ADA requirements, or wetlands.
7. A Traffic Impact Study, if required.
Exhibit"A"
Page 20 of 30
Agreement BK2203-001
together with the plans and other s pp�porting data to the LABS C/RC who weal
i� i� ai ia�n i i—aa viTi � �r
6) Prepare Tract Maps and Legal Descriptions. The Consultant shall write legal
descriptions and prepare tract maps according to the City of Omaha ROW procedures.
It is estimated that there will be up to ten (10) tracts associated with this project.
ROW Deliverables at the Rest Plan in l + r1 Desin S4 gn
a) The title researcher shall review the title research study area ("Study Area") and
within the Study Area. A separate parcel of land is all contiguous land own„ ' h� p;the
same owner and held in the same title (c.g. sole owner loin+ tenants tenant in
common, etc.).
b) The title researcher shall provide a copy of the title vesting document for the
w rent owner of each parcel of land in the St d y 4 rea
c) The title researcher shall list all owners of record of the parcel within the
each owner identified.
d) Title researcher shall provide a Certificate of Title Report for each parcel within
the study area. This Title Report shall be on the State's approved Certificate of Title
also i cl de the following informatio
i) The name of the current parcel owner(s) and how the title is held, exactly as
shown on the title vesting document(s).
ii) The owner's mailing address as shown-I-R4h-e-Geu-Rty-As-s-es-sar-e-r---T-r-ea-s-61-r-er-Ls
records.
iii) If the owner of record is known to be deceased, the Case Number of the
Deceased's Probate along ith th e(s\ f n rF ointed D I
a � \
Representative(s) if available.
iv) Active Mortgages, Deeds of Trusts, and other financing documents, and any
assignments of such documents.
affecting title.
vi) Easements such as private water, sewer, ingress/egres (access), cell towers,
should not provide easements for public utilities (water, sanitary sewer, power, gas,
cable, telephone, and telegraph).
vii) All recorded leases except oil and gas leases.
viii) List the document recording information for each record listed in the title report to
include the date of record and instrument number.
ix) The legal description for the subject parcel of land.
x) Comments the abstractor believes arc necessary for a full understanding of the
information reviewed for the parcel.
Exhibit"A"
Page 21 of 30
Agreement BK2203-001
deeds of trust-or assignments-that are listed onthe TitlTT RepoT,
f) If applicable, Consultant shall provide copies of subdivision plats and surveys of
it r eye filar tracts and tax lots n iith meta and bo nds field notes
g) Provide copies of deeds, easements, dedications, plats, etc., for any property
acquired by or conveyed to governmental entities.
h) Provide copies of County Cadastral Maps in counties that do not have a GIS
wcbsite.
Title Report and Supporting Document Naming Convention. For each parcel two
separate-electronic-files must be suhmthed as detailed blow:
'I For each parcel One-electronic file containing the Tit er
2. For each parcel One electronic file containing all supporting documents. This
Post Plan in Hand Plan Stage.
3. For each electronic file file names should be simple, asy, and logical. File
Examples of File
Names
besting Owner Title Report File Documents File Namc
Name
Joe Smith Smith TR Smith Documents
Lincoln Methodist Methodist Church Methodist Church
Church TR Documents
MSD LLC MSD TR MSD Documents
Sam Jones and Doug Jones TR Jones Documents
Peters
AJ Brown Auto Body Brown TR Brown Documents
The Consultant is to submit a geographically oriented base file in MicroStation *.dgn
format showing the following information for the entire project. Files may be submitted in
one file or in reference files, all necessary reference files need to be in the submittal.
• Surveyed Topography
• All construction items (feature file)
• Limits of construction.
• ROW Survey (section corners, lot corners, etc.)
• Ownership information (property lines, owner names, lot numbers, lot
lines, tract numbers, etc.)
Exhibit"A"
Page 22 of 30
Agreement BK2203-001
• ROW Design (new ROW, PE's and TE's)
• ROW patterning (if placed in the base file)
• Air photo if used
On Projects that NDOT is acquiring ROW, the consultantshall submit a Ikmz file. City of
Omaha will acquire the ROW.
7) Prepare, Right of Way Cost Estimate
Overview NDOT will prepare the ROW Cost Estimate on projects located outside of the
Omaha (MAPA) and of Lincoln City-Lancaster County (LCLC). If project is within an
MPO, The ROW Cost Estimate and all ROW appraisals will be completed by the A
City of Omaha .
If an LPA in MAPA or LCLC elect to outsource preparation of the ROW Cost Estimate,
they ma r do se provided the ROW(rest Estimate is prepared her a real estate
Estimate is prepared using the following criteria.
ROW Cost Estimates should include an estimate of the current value of the takings,
any damage costs, incidental costs (such as appraisal fees, negotiator fees, title fees,
Cost Estimate form PA '1).
The following items are required in the estimate:
1. Land Value The land value for all fee takings and easements shall be calculated
on a square foot cost basis in urban areas and by the acre in rural areas. Each tract
public use. Not all tracts will be valued at the same square foot price.
2. Damage Costs Damage costs must be determined for each tract. These will
include cost to cure items and damages to the remainder of the property.
3. Relocation Costs Any residential properties or businesses that will be acquired,
as part of the project needs to be included in the ROW Estimate. The estimated value of
owner tenant r,d C„ns„l+ant fees) for each tract will be identified on the Estimate as
Relocation Costs.
�. Administrative Costs and Incidental Expenses These costs will include the fees
5. Demolition Contracts should also include any costs associated with hazardous
materials removal.
5. Advertising Sign Cost if applicable
Exhibit"A"
Page 23 of 30
Agreement BK2203-001
7. Condemnation Costs/Administrative Settlements indicate the anticipated
The ROW Cost Estimate includes the cost to rep
the project, in easements des he r ht of way costs for storm water
prism. Contractual obligations with property owners to relocate fencing, reconstruct
item.
The cost to reNpair sNrY nkler systems on Nblic right f I' ibl f f d l
participation. However, Local Public Agency policies
project.
The cost to repair sprinkler systems on p blic property is ineligible f f d I
participation. However, Local Public Agency policies may provide for local funding to
added based upon histor cal settle „en+s u d aw ardor fo conda tic sec h' h
must include costs for attorneys, engineering res arch, witness researclh, surve and
staff time. The right of way acquisition schedule needs to be considered. Right of way
governments, and nonprofit organizations. Special acquisitions, such as those from
government sites can be time consuming and costly. The LPA recognizes right of way
loc Minns of theright of a i I'
i� e e a�r�7est—A s m a II sha age-+n-�#e-le �--d�
line, or aclLnge n ac ess control or dra .one ret +inns I cem t
a
It is anticipated a ROW Cost Estimated is needed for tracts.
Deliverables: R)34 E'stimat f PA n
Bridge l esin„ Services _ Not included in this contract
Environmental Services and Coordination
Environmental coordination requires the Design Consultant to work with the NEPA
Exhibit"A"
Page 24 of 30
Agreement BK2203-001
Consultant to ensure environmental commitments are met. The RC is responsible for
coordinating these efforts.
1) Review of NEPA documents and commitments. The Design Consultant shall
review the NEPA Documents for any commitments made that must be addressed
during the design.
2) NEPA exhibits. The Design Consultant will provide the NDOT with exhibits as
needed for the development of Public Involvement.
3) Preliminary Waterway Permit Data Sheet. The Design Consultant will
complete form NDOT-290 for the project.
4) Wetlands Impacts. The Design Consultant will provide limits of construction to
the Environmental Consultant for calculation of impacts to wetland areas
delineated. This information shall be provided in the final plans on the E Sheet.
5) Permits. The Design Consultant shall prepare and submit on behalf of the LPA
the following permits, certifications, and forms. The Consultant shall copy the RC
(NDOT) on all applications submitted.
a. Floodplain Permit (Design Consultant)
b. Wetland Impact calculations form NDOT 290 Waterway Permit Data
c. The need or potential need for a FAA Form 7/160 1 should be noted in the
plan_in_hand report � dded as a special provision in-the PS&E
LI IQ I GTITaI lq qq
package by the design consultant-
d. PERMIX submittal, including Post Construction Stormwater Management
Permit and the City of Omaha Grading Permit
PUBLIC INVOLVEMENT
CONSULTANT SHALL PROVIDE THE FOLLOWING SERVICES:
Consultant will attend one (1) public meeting and coordinate the development of up to
three (3) exhibits. Public Involvement services are provided by the NEPA consultant.
1 I.dentify Venue and arrange for booking Provide a meeting-venue floo
+ng identification of ADA compliant ace
presentation materials, and seating arrangement, if applicable;
2. Prepare a Legal Notice of meeting to include project location, purpose and
needed to construction the ojcct, additional impacts, and construction schedule
Exhibit"A"
Page 25 of 30
Agreement BK2203-001
3 Notice Publication verify local „ di + ib +' h d I d
Ac ation (NDA) d r certifie „aNpo at I ast 15 d 7 s N +n t ith t o
�
affidavits of publication.
Client, anticipate invitations sent through the U.S. Postal Service.
5. 4f Informational Poster, posters showing publicly owned park and
Ovate owl refuy� and public or-priyatelyowned historic iteS The term histo c
sites cl rin „rehistoric .,„r, h E dlst4sts sites, buildings, structures or
objects listed in, or eligible for, the National Register of Historic Place if
applicable;
6 Preparo ' rials wi+h proposed al+ernati s and ten+' I +
8. Develop Advertising for public meetings radio adds, website.
9. Provided Translators for public information meeting and for public meeting
anticipate documents (if needed).
and need, sco„e of L + affic l n +r +' I d I
map/detour map and appropriate logos (FHWA, ND9-T, Clients loge D Iimin-
on how to approach questions and/or conflicts.
12. Prepare a matrix summarizing n nor-al oats and concerns from the public
me nd written comments The client will ide rose-co eftS-'d�n�hich
warrant a response. The Consultant will prepare draft responses and revise
them as needed based on the Clients review comments. The approved
responses.
Exhibit"A"
Page 26 of 30
Agreement BK2203-001
1Z Summer y Memo, the Summary Meme-is-summar„ of whatone to involve and
V. OCII1111I GII I�IG
inform the public of the proposed improvements and to solicit the public's
comments and concerns.
14. Public Involvement Report, (which will include a summary of the outreach
performed [tools used, information about the distribution list, legal notice
p iblication dates, specified comment period-date, etc,, a table of s immarized
pQfJIIOQCI QI I QQ �J ,
comment/responses anrd attachments that consist of what Oho p blic received
responses to the comments. The public involvement report/summary memo and
attachments shall be attached to the CE. [Additional deliverables shall be
inserted for various levels of public outreach]
15. Public Information Packet. Consultant will mist the Client in the development
of a Public Information Packet as rdescriberd by NDOT's DI Deports outline
Consultant will:
• Prepare Cover Letter
• Develop Comment Form
• Include the Legal Notice
• Include the Fact Sheet in the packet
16. Packet Distribution. Consultant will coordinate the mailing of the Public
-Information Packet, using a distribution list provided by the Client. The Client will
coordinate hand deliye of packets to the h es anrd proper y o
adjacent to the project
17. MEETINGS
Meetings anticipated;
Kickoff meeting
Project status meeting(s)
_1 Public meeting
Comment review meeting(s)
One on one meeting(s)
Agency meeting(s)
Other. (Additional project specific tasks may be added here).
DIRECT COST ITEMS
• Vcnuc;
• Nametags, Sign In Sheets, comment forms;
• Informational posters
Exhibit"A"
Page 27 of 30
Agreement BK2203-001
DELIVERABLES:
1. Project Schedule
2. Monthly Invoices and Progress Reports
3. Meeting Minutes
/1. Public Information Meeting Documents and Maps
5. Public Involvement Summary Memo of entire public involvement proce-s, public
comments and responses to written comments
6. Public Involvement Report
7. Stakeholder letters addressing Comments
WAT€REIN€/SAN-ITA�SEYiFER RELO CA TIONiR€CONSTRUCTION NOT
INCLUDED IN THIS CONTRACT
Geotechnical
Geotechnical Investigations Consultant will provide geotechnical investigations of the
subgrade on areas to be surfaced The Consultant will perform three (3) pavement cores
and up to three (3) borings approximately 10 feet deep. Also, a geotechnical memo will
be created to document what was found and any recommendations from the engineer.
For this project, the contractor will use the City of Omaha's standard pavement
determination.
1. Data Research
Based upon current site topography, the site grading is expected to be minor, with cuts
and fills sloped at 3H:1V or flatter. Borings will be taken, expect 3 soil test(s) with the
project. The fee associated with these borings assumes the project site is easily
accessible for truck-mounted drilling equipment and rights of access can be obtained from
adjacent owners. These test borings will be in accordance with schedules located in the
most recent NDOT Geotechnical Policy and Procedures Manual. The field exploration
program consists of the following:
Number of Boring Depth (feet) Planned Location
Borings
B-1 10 SEC of 33rd & Hamilton
Streets
B-2 10 NEC of 33" & Hamilton
Streets
B-3 10 NWC of 33rd & Hamilton
Streets
Boring locations may need to be adjusted once underground utilities have been located
and marked.
2. Geotechnical Report
Exhibit"A"
Page 28 of 30
Agreement BK2203-001
The Consultant shall prepare and submit a geotechnical report to the LAD PC for routing
and for review.
i) The geotechnical engineering report shall include, as applicable, the following field
and laboratory information:
(1) Discussion of geotechnical analysis
(2) Geotechnical recommendations
(a) for use in designing retaining walls, bridges, and pavements for the project
(b) for use in subgrade preparation
(3) Boring Logs
(4) Density and moisture content of undisturbed samples
(5) Unconfined compressive test, traxia eet ect rhea;testa onsoldatian
test reports
(6) Soil classification data
(7) Other information as requested by NDOT
Not included in this contract
Schedule
Project Timeline. The Consultant shall prepare a schedule for project milestone dates
and the schedule will be updated upon Notice to Proceed as well as quarterly or if dates
change. The consultant will show old dates with the updated schedule dates. The
document will include the project name, the project number, project control number
consultant firm name, project manager and date. See the attached schedule for
additional detail.
Exhibit"A"
Page 29 of 30
Agreement BK2203-001
Nebraska Department of Transportation-Local Assistance
Division Plans Assembly ianrent.as or July 2021)
Sleets Required Tor
Sheet Plan Seb Number Plan Sheet Created By Sheet Description
Order (As Requtsdp s
A Title Street CareakinLPDLI See Section 4A X X X X
B Typical Cross-Sections Coast giant See Section 4.B X X X X
C Summary rfOuafl!1les PO3 See Section 4..0 X
D_ Str rn y WSW and Materials Strrey Consultant See Section 43) X
IntbmratiCn't
E_ Environmental arAerial Streets Including Cart See Section 43= X X X X
Wetlands(Mien applit ite1
F_ Horizontal Atityrnent and Control Points Corsi art See Section 4_F X X X X
G General inform Sheets Continent See,Section 4.G X X X X
it Phasing Plans Consult= See Section 431 X X X X
J 1 Thnr J_ Large Scale Plans: Consultant See Section 43
J_ Geixnetrics and Grades Consutant See section 43 X X X X
J_ Orakrage Consultant See Section 43 X X X X
J_ Construction&Removal(on separate sheets Conant See Section 43 X X X X
tr necessary)
J_ Erasion&Sediment Control wt Wet€atd Consultant See Section 43 X X X X
Areas
K Utility Reitabiltation (project by project basis) Consultant See Section 4.J
L Plan and Prattle or Plat Over Plan Sheets Consultant See Section 43G X X X X
M 1 Traffic Control Plane Consultant See Section 4J_ X X X
M_ Temporary Pavement Marling Ran Consultant See Section 43_ X X
M Sinning Plans Consultant See Section 4J_ A X
N_ ROXIWay Lighting Plans Consultant See Section 4..M X X X X
0_ intelligent Transportation ProjeCt Plats Consultant! See Section 4.3+1 and X
Chapter Fotttteem
Section 5
P_ landscaping Ooristetant See Section 4.0 X X
0_ Earttrrh'o t Data Steels Consultant See Section 4_P X A X
R Drainage Structure Cross-Section Sheets Conadta t See Section 4_0 X X X X
S Bridge Plans(Bridge.Apcsoach Slab,Paving Consultant See Section 4.R X X X X
Section)'
T_ Special.Pans Zan eridge(cBc etc.) Consultant See Section 2.0 A X
11 Special Plans'Morn Roadway(Area Inlets. Consultant! See Sections 2.B.S 2.0 X X
Guardrail etc.) P01
✓ Other Plats as Deeded See Section 2.0
WI Thu Right-or-Wray Plans Consultant See Sect.4.S and
Chap_Fifteen Rirrht-or-
9Ct
{xrnershlp Consultant Chap_Fifteen.Sect X X
ZB
Appraisal consultant Chap_Fifteen,Sect. X X
20
PSBE Tranir Consultant Chap.Fifteen,Sect X
ZF
X1 Thor Roadway Cross-Sections tacrt See Section 4.P X X X X
X
Sod_Plans Standard.Plans Consultant See Section 2A X
P0U
Exhibit"A"
Page 30 of 30
Agreement BK2203-001
Staffing Plan (CPFF) Preliminary & Final Design
Project Name: 33rd& Hamilton Project Number: HSIP-28(139)
Consultant: Olsson Control Number: 22848 rr�� ��
Consultant PM: Aaron Keller, 402-979-8920, akeller@olsson.com N E.B R A S K A
LPA RC: David Nassi, 402-444-5466, david.nassi@cityofomaha.org Good Life. Great Journey.
NDOT PC: Jenna Habegger,402-479-3607,jenna.habegger@nebraska.gov
DEPARTMENT OF TRANSPORTATION
Date: October 10, 2022
# Code Classification # Code Classification Overhead Rate
1 PR Principal 6 ENV Environmental Scientist 181.95%
2 PM Project Manager 7 RLS Registered Land Surveyor Fee for Profit Rate[2I
3 SENG Sr. Engineer 8 SPC Survey Party Chief 12.00%
4 ENG Engineer 9 SUR Surveyor I FCCM (if applicable)
5 SDES Sr. Designer/Technician 10 ADM Administrative 0.27%
BLENDED RATES TABLE Template:T-WB-B-2 LPA PE(rev 10-23-2019)CPFF
Job Title& Current Actual
Employee Name Certifications 133 Salary Rate/Hrl41 %Assigned
Principal
Michael Piernicky Principal $88.94 100%
Blended Rate: $88.94
Project Manager
Aaron Keller Team Leader $74.04 100%
Blended Rate: $74.04
Sr. Engineer
Tony Egelhoff Technical Leader $69.71 40%
Mike Golka Senior Engineer $52.88 40%
Jon Olsen Technical Leader $68.27 15%
John Henning Team Leader $66.92 5%
Blended Rate: $62.62
Engineer
Whitaker Thomas Associate Engineer $40.63 65%
Zach Turek Assistant Engineer $35.34 5%
Blake Casper Assistant Engineer $33.65 5%
Alyssa Wendel Assistant Engineer $31.97 5%
Dan Bellizzi Project Engineer $45.67 10%
Pavel Karamshin Assistant Engineer $32.69 5%
Patrick Deacon Assistant Engineer $34.86 5%
Blended Rate: $39.40
Sr. Designer/Technician
Aaron Johnson Design Associate $40.50 90%
Mark Peters Design Technical Manager $50.00 10%
Blended Rate: $41.45
Environmental Scientist
Blended Rate:
Registered Land Surveyor
Terry Rothanzl Team Leader $60.10 100%
Blended Rate: $60.10
Survey Party Chief
Dan Hanna Associate Surveyor $34.50 100%
Blended Rate: $34.50
Surveyor I
Blended Rate:
Administrative
Elise Fossler Team Coordinator $18.00 60%
Gail Mlnarik Office Coordinator $22.25 40%
Blended Rate: $19.70
Exhibit"B"
Page 1 of 6
Agreement BK2203-001
Consultant's Estimate of Hours Preliminary & Final Design
Project Name: 33rd &Hamilton Project Number: HSIP-28(139)
Consultant: Olsson Control Number: 22848
Consultant PM: Aaron Keller,402-979-8920, akeller@olsson.com
NDOT PC: Jenna Habegger,402-479-3607,jenna.habegger@nebraska.gov
Date: October 10,2022
TASKS PERSONNEL CLASSIFICATIONS
PR PM SENG ENG SDES ENV RLS SPC SUR ADM Total
I. Project Management 6 120 40 8 24 198
1. Project Management 2 108 24 134
2. Project Description/Purpose and Need/Project Details 4 8 12
3. Quality Assurance/Quality Control 4 8 40 52
II.Meetings 60 73 133
1. Plan-In-Hand Meeting 8 8 16
2. LPA/NDOT Coordination Meetings 12 12 24
3. Meetings with Utilities 36 45
81
4. Encroachment Meeting 4 8
12
III. Survey 20 20
1. Preliminary Field Survey(Coordination with Omaha) 20 20
&Digital Terrain Model
Base Map Preparation
4:Horizontal and Vertical Control
5-Section/Property Corner,.
6:Existing Utilities
7,Note Reduction/Preliminary Plotting
PIH Staking the Right of Way
Negotiations Staking the Right of Way.
10. Staking Right of Way for Condemnation H wring
Condemnation Plato
12. Condemnation Hearing
IV.Preliminary Roadway Design(PIH) 28 183 92 6 309
1. Data Collection and Review 4 6 2 12
2. Traffic Technical Memo 4 54 58
3. Roadway Horizontal Alignment 4 8 12
4. Roadway Vertical Alignment 4 8 12
5.Template Roadway Cross sections 4 4 8
6. Limits of Construction 16 8 24
7. Earthwork 4 4 8
8. Roadway Geometric Design 12 12 24
9. Storm Sewer and Drainage 12 4 16
10.Roadway and Driveway Culverts
11. Construction and Removal 8 8 16
12. Utility Coordination/Verification 4 4 4 12
13. Construction Phasing/Detour Route/Temp Roads 2 2 2 6
14. Erosion Control 4 4 8
15. Quantities/Estimates 8 20 12 40
16. Typical Sections 4 4 8
17. E Sheets 1 2 3
18.Cuardrail
19. Retaining Wall Sheets 4 4 8
20. Pavement Marking&Signing Sheets 2 2 4
21. Lighting Plan Sheets 2 2 4
22. Floodplain Permitting Identification 1 1
23. Floodplain Permit
24. Plan-In-Hand Report 4 12 4 20
25. Working Day Calculations 4 4
26. Pavement Determination 1 1
V. Post Plan in Hand Plans 10 8 64 64 146
Exhibit"B"
Page 2 of 6
Agreement BK2203-001
TASKS PERSONNEL CLASSIFICATIONS
PR PM SENG ENG SDES ENV RLS SPC SUR ADM Total
1. Post Plan in Hand Plans 8 8 40 40 96
2. Post Plan in Hand Plan Submittal 2 24 24 50
VI. Draft PS&E Plan Review 4 8 32 40 84
1. Incorporate Review Comments 2 8 24 24 58
2. Draft PS&E Submittal 2 8 16 26
VII.Final PS&E Submittal/Blue Line Corrections 20 16 54 36 2 128
1. Final PS&E Submittal 2 8 24 24 58
2. Address comments or questions 8 8 16
3. Electronic CADD files 2 4 6
4. Printing 4 4
5. SWPPP 2 16 4 2 24
6. Letting Task 8 12 20
IX. Right of Way Design 14 32 56 34 54 190
1. Existing Right-of-Way Base 2 4 8 24 24 62
2. Proposed Right-of-Way 8 4 12
3. Right-of-Way Plan Sheets 8 16 24
4. Title Research(coordination with Omaha) 4 4
5.Permit to occupy right of way
6. Prepare Tract Maps and Legal Descriptions 4 12 28 10 30 84
7. Right of Way Cost Estimate(Coordination with Omaha) 4 4
X. Bridge Design Services.
XI. Environmental Coordination 8 38 28 74
1. Review of NEPA documents and commitments 8 8 16
2. NEPA exhibits 8 24 32
3. Preliminary Waterway Permit Data Sheet 4 4 8
4. Wetlands Impacts 2 2
5. Permits 16 16
XII. Public Involvement 4 20 12 36
1. Attend one public meeting 4 4 4 12
2. Coordinate the development of exhibits 16 8 24
XIII Water 1 e 4 Sanitary Sewer Reloc/Gee st
XIV. Geotechnical Evaluation 2 10 34 4 50
1. Data Research 1 2 10 2 15
2. Geotechnical Report 1 8 24 2 35
4,
Total Days 0.75 36.3 10.3 67.3 41 4.25 6.75 4.5 171
Total Hours 6 290 82 538 328 34 54 36 1,368.0
Exhibit"B"
Page 3 of 6
Agreement BK2203-001
Direct Expenses Preliminary & Final Design
Project Name: 33rd & Hamilton Project Number: HSIP-28(139)
Consultant: Olsson Control Number: 22848
Date: October 10, 2022
Subconsultants: Amount
Subtotal
Printing and Reproduction: Qty Unit Cost Amount
Half Size prints(each) 500 $0.30 $150.00
Full Size prints(each) 50 $1.20 $60.00
Color Mosaics (square foot) 100 $6.00 $600.00
Subtotal $810.00
Mileage/Travel: Qty Unit Cost Amount
Mileage/Travel: 60 $0.620 $37.20
Subtotal $37.20
Lodging/Meals: Qty Unit Cost Amount
Motel-Standard Rate$96+tax $113.00
Motel-Omaha/Douglas Co. $110+tax $126.00
Meals& Incidentals(GSA Standard Rate, full days) $55.00
Meals& Incidentals(GSA Standard Rate, first and last days) $41.25
Meals& Incidentals(GSA Std Rate, full days, Omaha/Douglas Co.) $61.00
Subtotal
Other Miscellaneous Costs: Qty Unit Cost Amount
Drilling expenses 1 $5,000.00 $5,000.00
Lab Testing expenses 1 $560.00 $560.00
Other Miscellaneous Costs: 1 $207.23 $207.23
Subtotal $5,767.23
TOTAL DIRECT EXPENSES $6,614.43
Exhibit"B"
Page 4 of 6
Agreement BK2203-001
Notes & Assumptions Preliminary & Final Design
Project Name: 33rd & Hamilton Project Number: HSIP-28(139)
Consultant: Olsson Control Number: 22848
Date: October 10, 2022
Notes&Assumptions
I. Project Management
Assumes 18 month schedule. 10 hours per month during"active"months and 2 hours per month during"inactive"months for PM and 1 he
II. Meetings
Assumes 2 hours for 2 people each at 6 virtual PCM meetings.
Assumes 2 hours for 2 people each at 3 utility coordination meetings, plus meeting preparation time and documentation.
Assumes 1 hour for 2 people each at 6 one-on-one utility coordination meetings, plus meeting preparation time and documentation.
III. Survey
City of Omaha staff to accomplish all tasks within this section. Small effort to coordinate with City staff during survey and to review the info
See scope of work for specific task assumptions.
Exhibit"B"
Page 5 of 6
Agreement BK2203-001
Project Cost & Breakdown Preliminary & Final Design
Project Name: 33rd & Hamilton Project Number: HSIP-28(139)
Consultant: Olsson Control Number: 22848
Consultant PM: Aaron Keller, 402-979-8920, akeller@olsson.com
NDOT PC: Jenna Habegger, 402-479-3607,jenna.habegger@nebraska.gov
Date: October 10, 2022
DIRECT LABOR COSTS
Classification Hours Rate Amount
Principal 6 $88.94 $533.64
Project Manager 290 $74.04 $21,471.60
Sr. Engineer 82 $62.62 $5,134.84
Engineer 538 $39.40 $21,197.20
Sr. Designer/Technician 328 $41.45 $13,595.60
Environmental Scientist
Registered Land Surveyor 34 $60.10 $2,043.40
Survey Party Chief 54 $34.50 $1,863.00
Surveyor I
Administrative 36 $19.70 $709.20
1368 Subtotal $66,548.48
DIRECT EXPENSES Amount
Subconsultants:
Printing And Reproduction: $810.00
Mileage/Travel: $37.20
Lodging/Meals:
Other Miscellaneous Costs: $5,767.23
Subtotal $6,614.43 '1
TOTAL PROJECT COSTS Amount
Direct Labor Costs $66,548.48
Labor Cost Escalation Factor for Multi-year Projects(if allowed): Y 1.5 years @ 3.0% /year= 0.74% $492.46
Overhead @ 181.95% $121,980.99 _
Facility Capital Cost of Money(FCCM) @ 0.270% (labor costs x FCCM%) $181.01
Direct Expenses $6,614.43
Fee for Profit Rate @ 12.00% $22,682.63
TOTAL COST $218,500.00
Exhibit"B"
Page 6 of 6
Agreement BK2203-001
RESOLUTION
PRELIMINARY ENGINEERING SERVICES AGREEMENT
SUPPLEMENTAL AGREEMENT NO. 1 — BK2203
CITY OF OMAHA
Resolution No.
Whereas: City of Omaha and Olsson, Inc. have previously executed a Preliminary Engineering
Services Agreement (BK2203) for a transportation project for which the Local Public Agency
(LPA) would like to obtain Federal funds; and
Whereas: City of Omaha understands that it must continue to strictly follow all Federal, State,
and local laws, rules, regulations, policies, and guidelines applicable to the funding of this
Federal-aid project; and
Whereas: City of Omaha and Olsson, Inc. wish to enter into a Preliminary Engineering
Services supplemental agreement, setting out modifications and/or additional duties and/or
funding responsibilities for the Federal-aid project.
Be It Resolved: by the City Council of the City of Omaha, Nebraska that:
Jean Stothert, Mayor of City of Omaha, is hereby authorized to sign the attached Preliminary
Engineering Services Supplemental Agreement No. 1 between the City of Omaha and Olsson,
Inc.
NDOT Project Number: HSIP-28(139)
NDOT Control Number: 22848
NDOT Project Description: 33rd & Hamilton, Omaha
Adopted this day of , 20 at Nebraska.
The City Council of City of Omaha, Nebraska:
Board/Council Member
Moved the adoption of said resolution
Member Seconded the Motion
Roll Call: Yes No Abstained Absent
Resolution adopted, signed, and billed as adopted
Attest:
Signature City Clerk
EXHIBIT"C"