HomeMy Public PortalAboutORD15792BILL NO. 2018-005
SPONSORED BY Councilman Hussey
ORDINANCE NO. /_� r—/I? I'L
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH BARTLETT AND
WEST, IN THE AMOUNT OF $285,521.50 FOR THE DUNKLIN STREET BRIDGE AND
CORRIDOR PROJECT.
WHEREAS, Bartlett and West has been selected as the firm best qualified to provide
professional services related to the Dunklin Street Bridge and Corridor project;
NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON,
MISSOURI, AS FOLLOWS:
Section 1. Bartlett and West is hereby approved as the best qualified firm to provide
professional services and its proposal is hereby accepted.
Section 2. The Mayor and City Clerk are hereby authorized to execute an agreement
with Bartlett and West for the Dunklin Street Bridge and Corridor project.
Section 3. The agreement shall be substantially the same in form and content as that
agreement attached hereto as Exhibit A.
Section 4. This Ordinance shall be in full force and effect from and after the date of its
passage and approval.
Passed: `-)'naL/
OrvVU-i
Presiding Officer v (l
ATTEST:
Approved: )IZQ4 X/ 0-
Mayor Carrie Tergin
APPROVED AS TO FORM:
AVA
C' Cler City C n for
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CITY OF JEFFERSON
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT, made and entered into the date last executed by a party as
indicated below, by and between the City of Jefferson, a municipal corporation of the
State of Missouri, hereinafter referred to as the "City," with offices at 320 East
McCarty, Jefferson City, Missouri, 65101, and Bartlett & West, Inc., hereinafter
referred to as the "Contractor," with offices at 1719 Southridge Drive, Suite 100,
Jefferson City, Missouri, 65109.
WITNESSETH:
THAT WHEREAS, the City desires to engage the Contractor to render certain
technical and professional services for the Dunklin Street bridge and corridor,
hereinafter described in Exhibit A.
WHEREAS, Contractor has made certain representations and statements to
the City with respect to the provision of such services and the City has accepted said
proposal to enter into a contract with the Contractor for the performance of services
by the Contractor.
NOW THEREFORE, for the considerations herein expressed, it is agreed by
and between the City and the Contractor as follows:
1. Scope of Services. The City agrees to engage the services of the Contractor to
render certain technical and professional services for the Dunklin Street bridge and
corridor, hereinafter described in Exhibit A. In the event of a conflict between this
agreement and any attached exhibits, the provisions of this agreement shall govern
and prevail.
2. Term. Contractor shall perform said work in accordance with the contract
documents and any applicable City ordinances and state and federal laws, within
three hundred sixty (360) working days from the date Contractor is ordered to
proceed.
3. Additional Services. The City may add to Contractor services or delete
therefrom activities of a similar nature to those set forth in Exhibit A, provided that
the total cost of such work does not exceed the total cost allowance as specified in
paragraph 7 hereof. The Contractor shall undertake such changed activities only
upon the direction of the City. All such directives and changes shall be in written
form and approved by the Director of Public Works and shall be accepted and
countersigned by the Contractor or its agreed representatives.
4. Existing Data. All information, data and reports as are existing, available
and necessary for the carrying out of the work, shall be furnished to the Contractor
without charge by the City, and the City shall cooperate with the Contractor in every
reasonable way in carrying out the scope of services. The Contractor shall not be
liable for the accuracy of the information furnished by the City.
5. Personnel to be Provided. The Contractor represents that Contractor has or
will secure at its expense all personnel required to perform the services called for
under this contract by the Contractor. Such personnel shall not be employees of or
have any contractual relationship with the City except as employees of the
Contractor. All of the services required hereunder will be performed by the
Contractor or under the Contractor's direct supervision and all personnel engaged in
the work shall be fully qualified and shall be authorized under state and local law to
perform such services. None of the work or services covered by this contract shall be
subcontracted except as provided in Exhibit A without the written approval of the
City.
6. Notice to Proceed. The services of the Contractor shall commence as directed
in the Notice to Proceed, and shall be undertaken and completed in accordance with
the schedule contained in Exhibit A.
7. Compensation. The total amount for professional services rendered under
this shall not exceed TWO HUNDRED EIGHTY-FIVE THOUSAND FIVE
HUNDRED AND TWENTY-ONE Dollars and FIFTY cents ($285,521.50) for all
Contractor services. No change in compensation shall be made unless there is a
substantial and significant difference between the work originally contemplated by
this agreement and the work actually required.
8. Failure to Perform, Cancellation. If, through any cause, the Contractor shall
fail to fulfill in timely and proper manner its obligations under this contract, or if the
Contractor shall violate any of the covenants, agreements, or stipulations of this
contract, the City shall thereupon have the right to terminate this contract by giving
written notice to the Contractor of such termination and specifying the effective date
thereof, at least five (5) days before the effective day of such termination. The
Contractor may without cause terminate this contract upon 30 days prior written
notice. In either such event all finished or unfinished documents, data, studies,
surveys, drawings, maps, models, photographs, and reports or other materials
prepared by the Contractor under this contract shall, at the option of the City,
become its property, and the compensation for any satisfactory work completed on
such documents and other materials shall be determined. Notwithstanding the
above, the Contractor shall not be relieved of liability to the City for damages
sustained by the City by virtue of any such breach of contract by the Contractor.
2
9. Assignment. The Contractor shall not assign any interest in this contract,
and shall not transfer any interest in the same (whether by assignment or novation),
without prior written consent of the City thereto. Any such assignment is expressly
subject to all rights and remedies of the City under this agreement, including the
right to change or delete activities from the contract or to terminate the same as
provided herein, and no such assignment shall require the City to give any notice to
any such assignee of any actions which the City may take under this agreement,
though City will attempt to so notify any such assignee.
10 Confidentiality. Any reports, data or similar information given to or
prepared or assembled by the Contractor under this contract which the City requests
to be kept as confidential shall not be made available to any individual or
organization by the Contractor without prior written approval of the City.
11. Nondiscrimination. The Contractor agrees in the performance of the contract
not to discriminate on the grounds or because of race, creed, color, national origin or
ancestry, sex, religion, handicap, age or political affiliation, against any employee of
consultant or applicant for employment and shall include a similar provision in all
subcontracts let or awarded hereunder.
12. Independent Contractor. The Contractor is an independent contractor and
nothing herein shall constitute or designate the Contractor or any of its employees as
agents or employees of the City.
13. Benefits not Available. The Contractor shall not be entitled to any of the
benefits established for the employees of the City and shall not be covered by the
Workmen's Compensation Program of the City.
14. Liability. The parties mutually agree to the following:
a. In no event shall the City be liable to the Contractor for special,
indirect, or consequential damages, except those directly or
approximately caused by the City arising out of or in any way connected
with this contract.
b. The Contractor shall indemnify and hold the City harmless from and
against all claims, losses and liabilities arising out of personal injuries,
including death, and damages to property to the extent caused by any
negligent act or omission on the part of the Contractor related to the
services performed under this contract.
3
15. Insurance. Contractor shall provide, at its sole expense, and maintain during
the term of this agreement commercial general liability insurance with a reputable,
qualified, and financially sound company licensed to do business in the State of
Missouri, and unless otherwise approved by the City, with a rating by Best of not less
than "A," that shall protect the Contractor, the City, and the City's officials, officers,
and employees from claims which may arise from operations under this agreement,
whether such operations are by the Contractor, its officers, directors, employees and
agents, or any subcontractors of Contractor. This liability insurance shall include,
but shall not be limited to, protection against claims arising from bodily and personal
injury and damage to property, resulting from all Contractor operations, products,
services or use of automobiles, or construction equipment at a limit of $500,000 Each
Occurrence, $3,000,000 Annual Aggregate; provided that nothing herein shall be
deemed a waiver of the City's sovereign immunity. An endorsement shall be
provided which states that the City is named as an additional insured and stating
that the policy shall not be cancelled or materially modified so as to be out of
compliance with the requirements of this section, or not renewed without 30 days
advance written notice of such event being given to the City.
16. Documents. Reproducible copies of tracings and maps prepared or obtained
under the terms of this contract shall be delivered upon request to and become the
property of the City upon termination or completion of work. Copies of basic survey
notes and sketches, charts, computations and other data prepared or obtained under
this contract shall be made available, upon request, to the City without restrictions
or limitations on their use. When such copies are requested, the City agrees to pay
the Contractor its costs of copying and delivering same.
17. Nonsolicitation. The Contractor warrants that they had not employed or
retained any company or person, other than a bona fide employee working solely for
the Contractor, to solicit or secure this contract, and that they have not paid or
agreed to pay any company or person, other than a bona fide employee working solely
for the Contractor, any fee, commission, percentage, brokerage fee, gifts, or any other
consideration, contingent upon or resulting from the award or making of this
contract. For breach or violation of this warranty, the City shall have the right to
annul this contract without liability, or, in its discretion, to deduct from the contract
price or consideration, or otherwise recover the full amount of such fee, commission,
percentage, brokerage fee, gifts, or contingent fee.
18. Books and Records. The Contractor and all subcontractors shall maintain all
books, documents, papers, accounting records and other evidence pertaining to costs
incurred in connection with this contract, and shall make such materials available at
their respective offices at all reasonable times during the contract and for a period of
three (3) years following completion of the contract.
4
19. Delays. That the Contractor shall not be liable for delays resulting from causes
beyond the reasonable control of the Contractor; that the Contractor has made no
warranties, expressed or implied, which are not expressly set forth in this contract; and
that under no circumstances will the Contractor be liable for indirect or consequential
damages.
20. Illegal Immigration
Prior to commencement of the work:
a. Contractor shall, by sworn affidavit and provision of documentation, affirm
its enrollment and participation in a federal work authorization program
with respect to the employees working in connection with the contracted
services.
b. Contractor shall sign an affidavit affirming that it does not knowingly
employ any person who is an unauthorized alien in connection with the
contracted services.
C. If Contractor is a sole proprietorship, partnership, or limited partnership,
Contractor shall provide proof of citizenship or lawful presence of the owner.
21. Notices. All notices required or permitted hereinunder and required to be in
writing may be given by first class mail addressed to the Department of Public Works, 320
East McCarty, Jefferson City, Missouri, 65101, and Bartlett & West, 1719 Southridge
Drive, Suite 100, Jefferson City, Missouri, 65109. The date and delivery of any notice
shall be the date falling on the second full day after the day of its mailing.
CITY OF JEFFERSON, MISSOURI
Mayor Carrie Tergin
Dater
ATTEST:
APPROVED AS TO FORM:
ity5nselor
BARTLETT AND WEST
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Title:
Date:
ATTEST:
Title: j9rs�e-j/hwc—f ae r.
5
EXHIBIT A
SCOPE OF SERVICES
FOR
DUNKL.IN STREET BRIDGE AND CORRIDOR
GENERALBACKGROUND
The project area is generally described as Dunklin Street between Missouri Boulevard and
Broadway Street. The project involves replacing the existing bridge over Wears Creek, and the
associated roadway reconstruction needed to tie back to existing on each end. The entire
stretch of Dunklin Street from Missouri Boulevard to Broadway, except the portion east of
Dunklin and north of the 54 ramps, will have the sidewalks replaced, including the construction
of a Greenway Extension on the northeast of the road between the Highway 54 off ramp and
Mulberry Street. This sidewalk replacement will necessitate replacement of all driveways in the
project limits. To accommodate the greenway, a new midblock crossing will be constructed
including pedestrian activated flashing yellow warning lights and a refuge area.
The bridge replacement will include a hydraulic analysis of Wears Creek to determine the most
cost-effective bridge solution which does not increase water surfaces upstream. Up to 3
alternatives will be investigated and a recommendation will be provided to the City before
moving into preliminary plans. The investigation will include analyzing the structures up and
down stream of the Dunklin Street crossing to determine if the new bridge will become a future
constriction point along the stream.
Both storm and sanitary sewers will be replaced in the vicinity of the project. The storm sewer to
the southeast along Dunklin will be replaced along the roadway and will tie back into the existing
system along Mulberry Street. The sanitary sewer under Dunklin between the bridge and
Broadway will be replaced near the existing location, with the side connections being tied back
to existing within the project limits. There will also be replacement of a constricted line in the
vicinity of the bridge as shown on the project scope overview. It is expected to include 3 total
manholes.
The intersection of Broadway and Dunklin will have the existing signal replaced with new mast
arm signals, including pedestrian signals and the associated ADA (Americans with Disabilities
Act) compliant ramp layouts. The signal design will study the need for actuated or non -actuated
pedestrian signals. Lighting will be included from this signal northwest along Dunkin Street and
terminate on the north end of the bridge. It is anticipated that lights will be included on both
sides of the road and bridge. Aesthetic enhancements are assumed to be limited to the lighting
along the corridor, railings on the bridge and use of form liner on the bridge.
Topographic, boundary, and hydraulic survey will be completed by the City. All right-of-way and
easement documents, as well as all property owner negotiations will be completed by the City
as well.
Services provided by the consultant will include hydrologic/hydraulic calculations on the
proposed bridge concepts, the production of preliminary and final plans, utility coordination, and
limited assistance during bidding and construction. A more detailed description of the included
tasks is as stated below:
Figure 1: Project Scope
TASK 1 — DATA COLLECTION AND SURVEYS
1.1 The City will perform all topographic, hydrologic, and boundary surveys.
1.2 Prepare and submit a survey request to the City in PDF form.
1.3 All easement and right-of-way documents will be prepared by the City. Coordination on
needed easements and adjustments to easements from negotiations as necessary.
TASK 2 — CONCEPTUAL DESIGN SERVICES
2.1 Determine conceptual bridge layout in plan view. Determine limiting geometry based on
avoiding adjacent properties and driveways etc.
2.2 Conduct a conceptual hydraulic study to determine existing conditions and hydraulic
capacity of up to 3 alternatives.
2.3 Develop conceptual roadway alignment and profiles to work with up to three bridge
alternatives.
2.4 Conduct a conceptual bridge evaluation for up to 3 alternatives. Develop costs and
pros/cons.
2.5 Meeting with the City to discuss bridge options and determine proposed configuration.
TASK 3 — PRELIMINARY DESIGN SERVICES
3.1 Develop preliminary horizontal and vertical alignment along Dunklin Street to work with
selected bridge alternative.
3.2 Develop preliminary horizontal and vertical alignment along Mulberry Street.
3.3 Develop driveway geometry and profiles (assumes 24 driveways)
3.4 Develop preliminary pedestrian signal design for the intersection of Dunklin and Broadway.
3.5 Develop sidewalk geometry and curb ramps including greenway trail and road crossing
location.
3.6 Finalize hydraulic modeling of proposed alternative.
3.7 Prepare request for soil borings and coordinate with geotechnical subconsultant
(GREDELL Engineering Resources).
3.8 Utilize subconsultant for geotechnical borings, foundation recommendations.
3.9 Develop inlet locations, drainage areas, and perform pipe design calculations based on
Manning's equation via the use of spreadsheets based on APWA and City of Jefferson
storm water criteria.
3.10 Develop sanitary sewer alignment to reconstruct around new bridge location. Develop
sanitary sewer alignment and profile along Dunklin Street between the bridge and
Broadway Street.
3.11 Develop retaining wall locations and profiles to work with proposed sidewalks/greenway
under the Highway 54 entrance/exit ramps.
3.12 Create preliminary plans for project, utilizing AUTOCAD/Civil 3D, consisting of the
following:
3.12.1 Cover Sheet
3.12.2 Typical Sections/General Notes (1 sheet assumed)
3.12.3 Roadway Plan/Profile Sheets (assumes 3 sheets)
3.12.4 Storm Sewer Plan/Profile Sheets (assumes 2 sheets)
3.12.5 Sanitary Sewer Plan/Profile Sheets (assumes 3 sheets)
3.12.6 Sidewalk Plan/Profile Sheets (assumes 2 sheets)
3.12.7 Elevation View and Typical Section of the Structure (assumes 1 sheet)
3.12.8 Driveway Profile Sheets (assumes 3 sheets)
3.12.9 Retaining Wall Profile Sheets (assumes 2 sheets)
3.12.10 Signal Plan (assumes 1 sheet)
3.12.11 Cross Sections (assumes 8 sheets)
3.13 Conduct 1 preliminary design review meeting with City staff during the course of
preliminary design. Compile and distribute meeting minutes.
3.14 Hold a utility coordination meeting. Compile and distribute meeting minutes.
3.15 Hold a preliminary coordination meeting with MoDOT regarding roadway grade changes
and impacts to bridge fill faces.
3.16 Create a preliminary design construction cost estimate for budgetary purposes.
3.17 Complete Section 404, and Floodplain Development permits and required attachments
and submit.
3.18 Hold a meeting at the City offices to review plans and utility conflicts, and MoDOT
comments. Compile and distribute minutes.
TASK 4 — FINAL DESIGN SERVICES
4.1
Structural design and design check of bridge to include:
4.1.1
Slab and Barrier design
4.1.2
Girder design (either steel or concrete)
4.1.3
Determining beam seat elevations for chosen girder type
4.1.4
Intermediate Bent Design
4.1.5
End Bent design (pile cap abutment)
4.2
Develop lighting design based on selected light poles and luminaires.
4.3
Finalize Pedestrian Signal design for the intersection of Dunklin and Broadway.
4.4
Finalize design of greenway midblock crossing.
4.5
Final roadway
design.
4.6
Create
final plans for project, utilizing AUTOCAD/Civil 3D, consisting of the following:
4.6.1
Cover Sheet
4.6.2
Typical Sections/General Notes (1 sheet assumed)
4.6.3
Roadway Plan/Profile Sheets (assumes 3 sheets)
4.6.4
Storm Sewer Plan/Profile Sheets (assumes 2 sheets)
4.6.5
Sanitary Sewer Plan/Profile Sheets (assumes 3 sheets)
4.6.6
Elevation View and Typical Section of the Structure (assumes 1 sheet)
4.6.7
End Bent Details (assumes 3 sheets)
4.6.8
Vertical Drain at End Bents sheet
4.6.9
Intermediate Bent Sheets (assumes 2 sheets)
4.6.10
Girder Plan and Elevation views (assumes 2 sheets)
4.6.11
Camber and Bottom of Slab elevations (assumes 1 sheet)
4.6.12
Slab Section and plan including slab drain locations sheet (assumes 1 sheet)
4.6.13
Safety Barrier Curb sheets (assumes 3 sheets)
4.6.14
Bill of Reinforcing (assumes 2 sheets)
4.6.15
As -Built Pile data sheets (assumes 1 sheet)
4.6.16
Boring Logs
4.6.17
Driveway Profile Sheets (assumes 3 sheets)
4.6.18
Intersection Detail Sheets (assumes 12 sheets)
4.6.19
Midblock Crossing Detail Sheets (assumes 3 sheets)
4.6.20
Sidewalk Ramp Detail Sheet (assumes 1 sheet)
4.6.21
Retaining Wall Profile Sheets (assumes 2 sheets)
4.6.22
Retaining Wall Detail Sheet (assumes 1 sheet)
4.6.23
Lighting Plan sheets (assumes 4 sheets)
4.6.24
Lighting Detail sheets (assumes 6 sheets)
4.6.25
Signal Plan (assumes 1 sheet)
4.6.26
Signal Equipment Plans (assumes 6 sheets)
4.6.27
Erosion Control Plan (assumes 1 sheet)
4.6.28
Traffic Control and Detour Plan (assumes 2 sheets)
4.6.29
Signing and Pavement Marking Plan (assumes 3 sheets)
4.6.30
Cross Sections (assumes 8 sheets)
4.6.31
No landscaping plan is included in this scope of work.
4.6.32
No water quality plan is included in this scope of work.
4.7
Compute final quantities, develop bid form and prepare Engineer's Estimate for project.
4.8 Develop any project specific technical specifications. It is anticipated that the City's
standard specifications will be utilized and the structural items for the bridge will refer to
the MoDOT standard specifications. The City to complete front end documents to be
combined with the JSPs.
4.9 Submit the final plans, bid forms and Engineer's Estimates to the City for review in
electronic form.
4.10 Conduct a final design coordination meeting with utility companies.
4.11 Conduct 1 final design review meeting with City staff during course of final design.
4.12 Make final changes to plans, technical special provisions, bid form and Engineer's
Estimate based on City staff comments. Sign and Seal.
TASK 5 — PROJECT MANAGEMENT AND COORDINATION
5.1 No additional meetings are included in this scope of services.
5.2 Quality Reviews
5.2.1 Perform periodic reviews of project for quality assurance purposes. Perform a
quality control review of the project deliverables at each submittal stage.
5.2.2 Perform a field check of proposed construction improvements.
5.3 Administration and Coordination
5.3.1 Perform duties necessary for administration of project contract and subconsultant
Contracts. Prepare and administer project expenses and invoicing to CITY.
5.3.2 General communication with CITY. This includes email updates, phone
conversations, and general correspondence on approximately a bi-weekly basis
during the course of the project.
TASK 6 — BIDDING PHASE SERVICES
6.1 Attend prebid meeting at City office.
6.2 Contractor correspondence during bidding.
6.3 Addendum preparation (assumes 1 addendum).
6.4 City to conduct bid opening, prepare bid tabulation, and make contractor recommendation.
Consultant to review the bid tab for any unbalanced bidding concerns.
6.5 No additional meetings are included in this scope of services.
TASK 7 — CONSTRUCTION PHASE SERVICES
7.1 Attend preconstruction meeting.
7.2 Contractor correspondence during construction (assumes 4 phone calls and associated
review).
7.3 All construction observation to be performed by the City.
7.4 Shop drawing review of structural items. This is anticipated to include concrete mix design,
pile certifications, reinforcing steel certifications and bar list, and shop drawings for the
girders. The City will review all other submittals from the contractor.
Exhibit R
Page 1 of 2
PROJECT FEE ESTIMATING SHEET
Dunkin Street Bridge and Corridor
Jefferson City, Cola County, MO
Tasks
Staff Hours
Labor
Costs
Other Direct
Item
Costs
Cost
Total
Fee
Subtotal
Fee
Eric. Vll
Ena. V
Ena. III
Eric. Tech VII
Surv. Vll
Su, Tech V
Admin. III
$161.00
$138.00
$118.00
$105.00
$135.00
$85.00
$82.00
1.
DATA COLLECTION AND SURVEYS
$1,180.00
1.1 The City will perform all topographic, hydrologic, and boundary surveys.
$0.00
$0.00
1.2. Prepare and submit a survey request to the City In PDF form.
2
$236.00
$236.00
1.3 All easement and right-of-way documents will be prepared by the City. Coordination on
needed easements and adjustments to easements from negotiations as necessary.
8
$944.00
$944.00
2.
CONCEPTUAL DESIGN SERVICES
$24,068.00
2.1 Determine Conceptual bridge layout in plan view. Determine limiting geometry based on
avoiding adjacent properties and driveways etc.
4
16
32
16
$8.308.00
CAD, Prints
$244.00
$8,552.00
2.2. Conduct a conceptual hydraulic study to determine existing Conditions and hydraulic
capacity of up to 3 alternatives.
2
40
$5,042.00
Prints
$20.00
$5,062.00
2.3 Develop Conceptual roadway alignment and profiles to work with up to three bridge
alternatives.
2
24
12
$4,414.00
CAD, Pdnts
$188.00
S4,602.00
2.4 Conduct a conceptual bridge evaluation for up to 3 alternatives. Develop Costs and
oa/cons.
2
24
12
$4,894.00
CAD, Pdnts
$104.00
S4,998.00
2.5 Meeting with the City to discuss bridge options and determine proposed Configuration.
2
2
2
$834.00
Prints
$20.00
$854.00
3.
PRELIMINARY DESIGN SERVICES
$92,749.00
3.1 Develop preliminary horizontal and vertical alignment along Dunklin Street to work with
selected bridge alternative.
4
8
$1,312.00
CAD, Prints
$90.00
$1 A02.00
3.2 Develop preliminary horizontal and vertical alignment along Mulberry Street.
1
2
$328.00
CAD, Prints
$37.50
$365.50
3.3 Develop driveway geometry and profiles assumes 24 driveways)
2
24
16
$4,834.00
CAD, Prints
$216.00
$5,050.00
3.4 Develop Preliminary Pedestrian Signal design for the intersection of Dunkin and
Broadway.
1
16
$2,049.00
CAD, Prints
$76.00
$2,125.00
3.5 Develop sidewalk geometry and curb ramps including greeoway trail and road crossing
locatign.
1
24
12
$4,253.00
Prints
$10.00
S4,263.00
3.6 Finalize hydraulic modeling of proposed alternative.
1
12
$1,577.00
Prints
$10.00
$1,587.00
3.7 Prepare request for soil borings and Coordinate with geotechnical subconsultant, to be
determined.
1
2
$374.00
CAD, Prints
$27.00
S401.00
3.8 Utilize subconsultant for geotechnicial borings, foundation recommendations.
$0.00
Suboonsultanl
$17,000.00
$17,000,00
3.9 Develop inlet locations, drainage areas, and perform pipe design calculations and pipe
profile development based on Manning's equation via the use of spreadsheets based on
APWA and City of Jefferson Storm Water criteria.
4
16
8
$3,372.00
CAD, Prints
$132,00
$3,504.00
3.10 Develop sanitary sewer alignment to reconstruct around new bridge location. Develop
sanitary sewer alignment and profile along Dunkin Street between the bridge and
Broadway Street.
2
8
8
$2,060.00
CAD, Prints
$104 00
$2,164.00
3.11 Develop retaining wall locations and profiles to work with proposed sidewalks/greenway
under the Highway 54 entrance/exit ramps.
2
12
8
$2,578.00
CAD, Prints
$118.00
$2,696.00
3.12 Create preliminary plans for project, utilizing AUTOCAD/Civil 30, consisting of the
following:
3.12.1 over Sheet
1
2
$328.00
CAD, Prints
$37.50
$365.50
3.12.2 Tvpical Sections/General Notes 1 sheet assumed)
1
4
8
$1,473.00
CAD, Prints
$90.00
$1,563.00
3.12.3 Roadway Plan/Profile Sheets (assumes 3 sheets)
2
24
24
$5,674.00
CAD, Prints
$272.00
$5,946.00
3.12.4 Storm Sewer Plan/Profile Sheets (assumes 2 sheets)
1
16
12
$3,309.00
CAD, Prints
$160.00
$3,469.00
3.12.5 Sanitary Sewer Plan/Profile Sheets (assumes 3 sheets)
2
12
24
$4,212.00
CAD, Prints
$230.00
$4,442.00
3.12.6 Sidewalk Plan/Profile Sheets (assumes 2 sheets)
2
16
16
$3,890.00
CAD, Prints
$188.00
$4,078.00
3.12.7 Elevation View and Tvpical Section of the Structure (assumes 1 sheet)
2
4
12
$2,008.00
CAD, Prints
$118.00
$2,126.00
3.12.8 Driveway Profile Sheets (assumes 3 sheets)
4
24
16
$5,156.00
CAD, Prints
$216.00
$5,372.00
3.12.9 Retaininq Wall Profile Sheets (assumes 2 sheets)
1
16
12
$3,309.00
CAD, Prints
$160.00
$3,469.00
3.12.10 Signal. Plan (assumes 1 sheet)
1
1
12
8
1
$2,417.00
CAD, Prints
$11 B.00
$2,535.00
3.12.11 Cross Sections (assumes 8 sheets)
4
1
24
16
$5,156.00
CAD, Prints
$216.00
$5,372.00
3.13 Conduct 1 preliminary design review meeting with City staff during the Course of
preliminary design. Compile and distribute meeting minutes.
2
6
$1,030.00
Prints, Mileage
$20.00
$1,050.00
3.14 Hold a utilit Coordination meeting. Compile and distribute meeting minutes.
2
12
8
$2,578.00
Prints, Mileage
$20.00
$2,598.00
3.15 Hold a preliminary coordination meeting with MoDOT regarding roadway grade changes
and impacts to bridge fill faces.
4
2
2
4
$1,576.00
Prints, Mileage
$20.00
$1,596.00
3.16 Create a preliminary design construction Cost estimate for budgetary ur oses.
1
4
8
6
$2,287.00
Prints
$10.00
$2,297.00
3.17 Complete Section 404, Section 106, and Floodplain Development permits and required
attachments and submit.
1
24
16
$4,673.00
CAD, Prints
$216.00
S4,889.00
3.18 Hold a meeting at the City offices to review plans and utility conflicts, and MoDOT
comments. Compile and distribute minutes.
2
4
2
$1,004.00
Prints, Mileage
$20.00
$1,024.00
4.
FINAL DESIGN SERVICES
$145,675.50
4.1 Structural design and design check of bridge to include:
4.1.1 Slab and Barrier desiqn
1
24
6
$4,181.00
CAD, Prints
$41.00
$4,222.00
4.1.2 Girder desiqn (either steel or concrete)
4
32
24
$7,892.00
CAD, Prints
$104.00
$7,996.00
4.1.3 Detennininq beam seal elevations for chosengirder type
1
8
8
$2,209.00
CAD, Prints
$48.00
$2,257.00
4.1.4 Intermediate Bent Design
12
12
$3,072.00
CAD, Prints
$62,00
$3,134.00
4.1.5 End Bent desiqn (pile cap abutment)
2
32
10
$5,918.00
CAD, Prints
$55.00
$5,973.00
4.2 Develop lighting design based on selected light poles and luminaires.
1
12
$1,577.00
CAD, Prints
$62.00
$1,639.00
4.3 Finalize Pedestrian Signal design for the intersection of Durkin and Broadway.
1
16
$2,049.00
CAD, Prints
$76.00
$2,125.00
4.4 Finalize design of greenway midblock crossing.
1
12
4
$1,997.00
CAD, Prints
$90.00
$2,087.00
4.5 Final madway design.
1
8
6
$1,945.00
CAD, Prints
$104.00
$2,049.00
4.6 Create final plans for project, utilizing AUTOCAD/Civil 3D, consisting of the following:
4.6.1 Cover Sheet
i
1
1
$223.00
CAD, Prints
$30.50
$253.50
Exhibit B
Page 2 of 2
Tasks
Staff Hours
Labor
Costs
Other Direct
Item
Costs
Cost
Total
Fee
Subtotal
Fee
Er . Vll
Ena. V
Eng. III
En . Tech VII
Surv. VII
Surv. Tech V
Admin. III
$161.00
$138.00
$118.00
$105.00
$135.00
$85.00
$82.00
4.6.2 Tvoical Sections/General Notes (1 sheet assumed)
1
2
4
$817.00
CAD, Pants
$55.00
$872.00
4.6.3 Roadway Plan/Profile Sheets (assumes 3 sheets)
2
16
24
$4.730.00
CAD, Prints
$244.00
$4,974.00
4.6.4 Storm Sewer Plan/Profile Sheets (assumes 2 sheets)
1
8
12
$2.365.00
CAD, Prints
$132.00
$2,497.00
4.6.5 Sanitary Sewer Plan/Profile Sheets (assumes 3 sheets)
1
2
8
16
$3.061.00
CAD, Prints
$160.00
$3,221.00
4.6.6 Elevation View and Tyoical Section of the Structure (assumes 1 sheet)
1
2
5
10
$2.077.00
CAD, Prints
$107.50
$2j!54.50
4.6.7 End Bent Details (assumes 3 sheets)
8
12
4
20
$5,516.00
CAD, Prints
$174.00
$5,690.00
4.6.8 Vertical Drain at End Bents sheet
2
2
1
4
$1.136.00
CAD, Prints
$51.50
$1,187,50
4.6.9 Intermediate Bent Sheets (assumes 2 sheets)
2
1 4
2
1 15
1
1 $2,685.00
CAD, Prints
$132.00
$2,817.00
4.6.10 Girder Plan and Elevation views (assumes 2 sheets)
6
1 8
2
10
$3.356.00
CAD, Prints
$97.00
$3,453.00
4.6.11 Camber and Bottom of Slab elevations (assumes 1 sheet)
6
4
1
4
$2.056.00
CAD, Prints
$51.50
$2,107.50
4.6.12 Slab Section and plan including slab drain locations sheet (assumes i sheet)
6
4
2
8
$2.594.00
CAD, Prints
$83.00
$2,677.00
4.6.13 Safety Banter Curb sheets (assumes 3 sheets)
6
6
2
10
$3.080.00
CAD, Prints
$97.00
$3,177.00
4.6.14 Bill of Reinforcinq (assumes 2 sheets)
2
16
6
6
$3.868.00
CAD, Prints
$83.00
$3,951.00
4.6.15 As -Built Pile data sheets (assumes 1 sheet)
2
2
1
2
$926.00
CAD, Prints
$37.50
$963.50
4.6.16 Boring Logs
2
2
2
$808.00
CAD, Prints
$34.00
$842.00
4.6.17 Driveway Profile Sheets (assumes 3 sheets)
2
16
24
$4.730.00
CAD, Prints
$244.00
$4,974.00
4.6.18 Intersection Detail Sheets (assumes 12 sheets)
1
16
24
$4.569.00
CAD, Prints
$244.00
$4,813.00
4.6.19 Midblock Crossing Detail Sheets (assumes 3 sheets)
2
24
1 12
1
$4,414.00
CAD, Prints
$188.00
$4.602.00
4.6.20 Sidewalk Ramp Detail Sheet (assumes 1 sheet)
1
12
16
$3.257.00
CAD, Prints
$174.00
$3,431.00
4.6.21 Retaining Wall Profile Sheets (assumes 2 $heats)
1
16
12
$3.309.00
CAD, Prints
$160.00
$3,469.00
4.6.22 Retaining Wall Detail Sheet (assumes 1 sheet)
1
4.
8
$1,473.00
CAD, Prints
$90.00
$1,563.00
4.6.23 Liqhtinq Plan sheets (assumes 4 sheets)
2
32
24
$6.618.00
CAD, Prints
$300.00
$6,918.00
4.6.24 Liqhtinq Detail sheets (assumes 6 sheets)
2
40
32
$8,402.00
CAD, Prints
$384.00
$8,786.00
4.6.25 Signal Plan (assumes 1 sheet)
2
16
24
$4.730.00
CAD, Prints
$244.00
$4,974.00
4.6.26 Signal Equipment Plans (assumes 6 sheets)
4
24
40
$7,676.00
CAD, Prints
$384.00
$8,060.00
4.6.27 Erosion Control Plan (assumes 1 sheet)
1
2
4
$817.00
CAD, Prints
$55.00
$872.00
4.6.28 Traffic Control and Detour Plan (assumes 2 sheets)
1
8
8
$1,945.00
CAD, Prints
$104.00
$2,049.00
4.6.29 Signing and Pavement Marking Plan (assumes 3 sheets)
2
8
16
1 $2,946.00
CAD, Prints
$160.00
$3,106.00
4.6.30 Cross Sections (assumes 8 sheets)
2
1
18
1 8
1
$3,050.00
CAD, Prints
1 $132.00
$3,1 B2.00
4.6.31 No landscaping plan is included in this scope of work.
$0.00
$0.00
4.6.32 No water quality plan is included in this scope of work.
$0.00
$0.00
4.7 Compute final quantities, develop bid form and prepare Engineer's Estimate for project.
a
8
12.
$2,756.00
Prints
$10.00
$2,766.00
4.8 Develop any project specifc technical specifications. It is anticipated that the City's
standard specifications will be utilized and the structural items for the bridge will refer to
the MoDOT standard specifications. The City to complete front end documents to be
combined with the JSPs.
2
2
12
$2,014.00
Prints
$10.00
$2,024.00
4.9 Submit the final plans, bid forms and Engineer's Estimates to the City for review in
electronic form.
1
2
$397.00
$397.00
4.10 Conduct a final design coordination meeting with utilitycompanies.
2
8
6
Prints
$10.00
$1,908.00
4.11 Conduct 1 final design review meetingwith Citystaff during course of final design.
2
4
4
:1,896.00
$1,214.00
Prints
$70.00
$L224.00
4.12 Make final changes to plans, technical special provisions, bid form and Engineers
Estimate based on City staff comments. Sign and Seal.
2
8
8
16
$4,050.00
CAD, Prints
1 $160.W
S4,210.00
5.
PROJECT MANAGEMENT AND COORDINATION
$9,706.00
5.1 No additional meetings are included in this scope of services.
5.2 Qualit Reviews
5.2.1 Perform periodic reviews of project for quality assurance purposes. Perform
pu.1ity control review of the oroiect deliverables at each submittal stage.
12
$1,932.00
Prints
$0.00
$1,932.00
5.2.2 Perform a field check of proposed construction improvements.
4
4
$1,024.00
Prints, Mileage
$20.00
$1,044.00
5.3 Administration and Coordination
5.3.1 Perform duties necessary for administration of project contract and
subconsultant contracts. Prepare and administer project expenses and
in-irin. to CITY_
8
8
8
$2,888.00
Prints
$10.00
$2,898.00
5.3.2 General communication with CITY. This includes email updates, phone
conversations, and general correspondence on approximately a bi-weekly
basis durino the course of the omi.ot.
8
16
8
$3,83200
$3,832.00
6.
BIDDING PHASE SERVICES
$3,089.00
6.1 Attend preloid meeting at City office.
4
4
$1,024.00
$1,024.00
6.2 Contract" cartes ondence duringbidding.
2
2
2
$834.00
Prints, Mileage
$20.00
$854.00
6.3 Addendum re oration as es 1 addendum
2
2
6
$1,142.00
CAD, Prints
$69.00
$1,211.00
6.4 City to conduct bid opening, prepare bid tabulation, and make contractor
recommendation. Consultant to review the bid tab for any unbalanced bidding concerns.
$0.00
$0.00
6.5 No additional meetings am included in this scope of services.
$0.00
$0.00
7.
CONSTRUCTION PHASE SERVICES
$9,054.00
7.1 Attend re onstruction meetin
2
2
$512.00
$512.00
7.2 Contractor correspondence during construction (assumes 4 phone calls and associated
review .
4
4
8
$1,864.00
Prints
$10.00
$1,874.00
7.3 All construction observation to be erformed b the Ci
8
$1,104.00
Prints
$10.00
$1,114.00
7.4 Shop drawing review of structural items. This is anticipated to include concrete mix
tlesign, pile certifications, reinforcing steel certifications and bar list, and shop drawings
for the girders. The City will review all other submittals from the contractor.
8
24
8
$5,544.00
Prints
$10.00
$5,554.00
TOTALS
182
291
931
752
0
0
16
$259,590.00
$25,931.50
$285,521.50
Grand Total $285,521.50
BARTLETT & WEST, INC.
2018 SCHEDULE OF HOURLY CHARGES
Effective January 1, 2018
Engineer/Arch/Landscape Arch XI
$225.00
Right -of -Way Technician VI
$118.00
Engineer/Arch/Landscape Arch X
205.00
Right -of -Way Technician V
109.00
Engineer/Arch/Landscape Arch IX
190.00
Right -of -Way Technician IV
99.00
Engineer/Arch/Landscape Arch VIII
175.00
Right -of -Way Technician III
90.00
Engineer/Arch/Landscape Arch VII
161.00
Right -of -Way Technician II
79.00
Engineer/Arch/Landscape Arch VI
148.00
Right -of -Way Technician I
68.00
Engineer/Arch/Landscape Arch V
138.00
Engineer/Arch/Landscape Arch IV
129.00
GIS Coordinator IX
$225.00
Engineer/Arch/Landscape Arch III
118.00
GIS Coordinator VIII
208.00
Engineer/Arch/Landscape Arch II
108.00
GIS Coordinator VII
198.00
Engineer/Arch/Landscape Arch I
98.00
GIS Coordinator VI
184.00
GIS Coordinator V
174.00
Engineering Technician XI
$165.00
GIS Coordinator IV
158.00
Engineering Technician X
140.00
GIS Coordinator III
145.00
Engineering Technician IX
127.00
GIS Coordinator II
130.00
Engineering Technician VIII
114.00
GIS Coordinator I
120.00
Engineering Technician VII
105.00
Engineering Technician VI
97.00
GIS Developer/DBA V
$160.00
Engineering Technician V
90.00
GIS Developer/DBA IV
150.00
Engineering Technician IV
83.00
GIS Developer/DBA III
140.00
Engineering Technician III
70.00
GIS Developer/DBA II
130.00
Engineering Technician II
60.00
GIS Developer/DBA I
120.00
Engineering Technician I
50.00
GIS Analyst V
$130.00
Surveyor X
$180.00
GIS Analyst IV
120.00
Surveyor IX
165.00
GIS Analyst III
110.00
Surveyor VIII
150.00
GIS Analyst II
100.00
Surveyor VII
135.00
GIS Analyst I
90.00
Surveyor VI
123.00
Surveyor V
110.00
GIS Technician IV
$90.00
Surveyor IV
98.00
GIS Technician III
80.00
Surveyor III
88.00
GIS Technician II
70.00
Surveyor II
77.00
GIS Technician I
60.00
SurveyorI
67.00
Project Coordinator VII
$208.00
Survey Technician VIII
$123.00
Project Coordinator VI
180.00
Survey Technician VII
109.00
Project Coordinator V
165.00
Survey Technician VI
98.00
Project Coordinator IV
140.00
Survey Technician V
85.00
Project Coordinator III
125.00
Survey Technician IV
75.00
Project Coordinator II
115.00
Survey Technician III
66.00
Project Coordinator I
103.00
Survey Technician II
58.00
Systems Analyst
$160.00
Survey Technician I
53.00
Systems Administrator
120.00
Systems Technician
80.00
Construction Eng. Tech IX
$155.00
Construction Eng. Tech VIII
145.00
Administrator VI
$125.00
Construction Eng. Tech VII
130.00
Administrator V
110.00
Construction Eng. Tech VI
118.00
Administrator IV
97.00
Construction Eng. Tech V
108.00
Administrator III
82.00
Construction Eng. Tech IV
99.00
Administrator II
74.00
Construction Eng. Tech III
87.00
Administrator I
66.00
Construction Eng. Tech II
77.00
Construction Eng. Tech I
68.00
Administrative Technician V
$72.00
Right -of -Way Specialist IV
$208.00
Administrative Technician IV
65.00
Right -of -Way Specialist III
165.00
Administrative Technician III
58.00
Right -of -Way Specialist II
143.00
Administrative Technician II
53.00
Right -of -Way Specialist I
127.00
Administrative Technician I
47.00
The listed rates are subject to annual adjustment January 1 of each year BWE-2018
GREDELL Engineering Resources, Inc.
ENVIRONMENTAL ENGINEERING LAND - AIR -WATER
Offices in Jefferson City, Kansas City Metro and Springfield, Missouri
March 7, 2018
Todd Kempker, P.E.
Bartlett & West
1719 Southridge Drive, Suite 100
Jefferson City, MO 65109
RE: Scope of Work and Fee Proposal for Geotechnical Engineering Services
Dunklin Street Bridge Replacement & Retaining Wall Addition — Jefferson City
Dear Mr. Kempker:
Thank you for the opportunity to present this proposal to serve Bartlett & West and the City of Jefferson
during design of the Dunklin Street bridge replacement over Wears Creek, and the addition of a retaining
wall to accommodate pedestrian sidewalks along Dunklin Street under the U.S. 54 ramps. The following
outlines our proposed scope of services, schedule and fees.
Proposed Scope of Services
We propose a pre -design investigation focused on evaluating the geotechnical construction
considerations and providing geotechnical related design recommendations for a deep foundation system
for the bridge, and for temporary excavation conditions and long term design conditions for the anticipated
retaining walls. Bruce Dawson, P.E., of Gredell Engineering will design and supervise the geotechnical
investigation. Zachary Troesser, P.E., of Gredell Engineering will direct the field investigation and conduct
field sampling and testing. Feasible, appropriate laboratory testing will be conducted on representative
recovered samples. Based on preliminary site and project information previously discussed and a cursory
review of site conditions; Gredell Engineering proposes the following scope of work to meet your project's
goals and objectives:
TASK 1. Review proposed design and construction information provided by Bartlett & West,
and current site conditions to develop a plan for subsurface evaluation of the site.
Coordinate and schedule utility locates through the Missouri One -Call System, and
the necessary exploratory equipment to conduct a site subsurface evaluation.
TASK 2. Conduct a subsurface investigation program to characterize the subsurface
conditions pertinent to the design and construction of either driven pile or drilled
shaft foundations for the proposed bridge, and a conventional reinforced concrete
cantilever retaining wail. The general scope of our field investigation includes an
exploratory boring located near each proposed end -bent of the bridge (total two
borings), and a boring at a rig accessible location near the toe of the existing fill
slope on the east side of the U.S. 54 exit ramp. Each of the bridge borings will be
1505 E. High Street Telephone - (573) 659-9078
Jefferson City, Missouri 651014826 Fax - (573) 659-9079
Todd Kempker, P.E.
March 7, 2018
Page 2
advanced to bedrock, and will include NQ coring of a minimum of 10-feet of rock.
Currently anticipated depths to rock are approximately 80 feet. If a rig accessible
location is available for the retaining wall boring, it will be advanced to a minimum
depth of 15-feet below existing grade. If a rig accessible location is not available,
we will evaluate feasibility of subsurface exploration via a tracked mini -excavator.
The target exploration depth with a mini -excavator is 10-feet below existing grade.
TASK 3. Evaluate the findings of the site subsurface investigation to design and complete a
laboratory testing program. Analyze field data and observations, local soul and
rock stratigraphy, and laboratory data to prepare an engineering report that
provides: a description of the investigation and its findings; recommended driven
pile and drilled shaft foundation design parameters, including axial loading, later
loading, and tip resistance parameters for drilled shafts; and construction
considerations.
Accompanying the Scope of Services are the following assumptions used to prepare the scope of work
and resulting cost estimate. These assumptions are as follows:
• The deliverable for this project is a report prepared by a Missouri registered professional engineer
that will provide a pre -design geotechnical evaluation of the site and recommendations for
appropriate geotechnical related design parameters.
• The borings will be advanced at currently accessible, utility clear locations.
• We request that Bartlett & West make initial contact with the Missouri Department of
Transportation to negotiate our temporary access to the U.S. 54 right-of-way.
• We note that our currently anticipated boring location near the east abutment may require access
to the property at 428 West Dunklin. We request that Bartlett & West make initial contact with the
City of Jefferson to negotiate our temporary access to this property.
• The borings will be cased, advanced, and plugged in accordance with the Missouri Department of
Natural Resources' current rules for geotechnical boring advancement and plugging (10 CSR 23-
4, Monitoring Well Construction Code).
• We request that pertinent available plans for the existing bridge and the existing U.S. 54 ramps be
provided prior to our field investigation.
• The proposed subsurface evaluation does not include investigation of the site for the purpose of
identifying or evaluating any hazardous substances or petroleum products in the subsurface.
• This proposal includes $1,100 for Traffic Control & Signage; if the City of Jefferson can provide
traffic control, our not -to -exceed cost may be reduced by $1,1000.
• These services do not include design of any structural components or project features, or
preparation of construction specifications.
Todd Kempker, P.E.
March 7, 2018
Page 3
Proposed Project Schedule
GREDELL Engineering Resources, Inc. is committed to performing the work in a timely and efficient
manner and meeting the schedule outlined as follows. However, it is noted that the schedule is
dependent on various factors, including weather conditions, access approvals, the complexity of the
subsurface conditions, and interaction with the project team. Task 1 will be completed within five days
following notice -to -proceed. We expect to be able to schedule the Task 2 field investigation to begin
within about ten days following notice -to -proceed, and expect to complete Task 2 in about two days or
less upon arrival at the site, subject to weather conditions and site accessibility. A summary of preliminary
geotechnical recommendations can be provided within approximately four business days following
completion of the Task 2 field work. Task 3 will be completed within approximately ten business days
following completion of Task 2. The total duration of these services is estimated at about twenty-two
business days.
Proposed Fee Estimate and Invoicing
GREDELL Engineering Resources, Inc. will provide the proposed services on a time and expense basis
in accordance with the attached schedule. GREDELL Engineering Resources proposes to submit an
invoice for actual time, materials and subcontract fees upon completion of these services. We propose a
not -to -exceed cost of $17,000. This estimate includes $1,100 for Traffic Control & Signage; if the City of
Jefferson can provide traffic control, our not -to -exceed cost may be reduced by $1,100.
Changes to this scope of work or schedule may constitute a change in scope and may necessitate
changes to the project budget. We will negotiate changes to the project scope and budget (if any) with
Bartlett & West prior to initiating any change -of -scope activities.
We understand the above text and the attached Standard Fee Schedule, if they are acceptable to Bartlett
& West, Inc., will become exhibits to a Sub -Consultant Agreement to be prepared by Bartlett & West, Inc.
We appreciate your consideration of Gredell Engineering and look forward to working with you on this
project. If you have any questions or require additional information, please contact me or Tom Gredell,
P.E. at (573) 659-9078.
Sinncer I ,
r�Ce
Bruce Dawson, P.E.
Enclosure: Standard Fee Schedule dated February 1, 2017
c: Thomas R. Gredell, P.E. (w/o enclosure)
GREDELL Engineering Resources, Inc.
ENVIRONMENTAL ENGINEERING LAND - AIR -WATER
Offices in Jefferson City, Kansas City Metro and Springfield, Missouri
JEFFERSON CITY, MO 1505 East High Street, 65101
KANSAS CITY METRO 9718 Rosehill Road, Lenexa, KS 66215
SPRINGFIELD, MO 636 W. Republic Road Suite D-100, 65807
STANDARD FEE SCHEDULE - 2017
Staff Fee Rates:
Hourly fees for staff services are indicated below:
Position Hourly Rate
Principal Engineer
$
160.00
Principal Geotechnical Engineer
$
140.00
Senior Geotechnical Engineer
$
130.00
Principal Geologist
$
140.00
Senior Geologist
$
115.00
Senior Project Manager
$
130.00
Senior Civil Engineer
$
125.00
Civil Engineer
$
110.00
Environmental Geologist III
$
97.50
Environmental Geologist II
$
87.50
Environmental Geologist 1
$
72.50
Environmental Engineer III
$
102.50
Environmental Engineer II
$
92.50
Environmental Engineer 1
$
82.50
Environmental Scientist II
$
80.00
Environmental Scientist 1
$
65.00
CAD Technician Il
$
75.00
CAD Technician l
$
60.00
Technician II
$
57.50
Technician 1
$
47.50
Office Manager
$
62.50
Clerical III
$
55.00
Clerical11
$
47.50
Clerical
$
37.50
Rates for In -House Services:
The following rates apply to services provided by GREDELL Engineering Resources, Inc.
Full Size Plots (Plan Sheets)
$ 10.00/page
Half Scale Plots (Plan Sheets)
- $
2.50/page
8" x 11" Plots (Plan Sheets)
- $
1.50/page
11" x 17" Copies (BAIV) ---
$
0.20/page
8.5" x 11" Copies (BAN) ----
$
0.15/page
Color Copies ----
$
0.30/page
Mileage (for Project Use)
$
0.60/mile
Other Direct Expenses:
(573) 659-9078
(913)808-5004
(417) 890-6200
Other direct expenses are invoiced at actual costs times a 1.10 multiplier (10% Administrative Handling Charge).
Direct expenses include, but are not limited to: outside printing and reproduction; field equipment; transportation
(other than mileage); subsistence outside of Jefferson City; laboratory fees; other vendor costs; and services
subcontracted by Gredell Engineering performed by consultants or contractors.
Invoices are due within 30 days of date of invoice. Any amount not paid within 60 days of the date of the invoice
shall bear interest from the date 10 days after the date of the invoice at a rate equal to the lesser of 18 percent per
annum or the highest rate allowed by applicable law. Unpaid balances 60 days or more may result in temporary or
permanent cessation of services until payment issues are resolved.
0 Printed on Recycled Paper EFFECTIVE FEBRUARY 1, 2017
INDUSTRIAL &
PETROLEUM
ENVIRONMENTAL
SERVICES, INC. Cost Estimate
Date:
7-Mar-18
Client:
Gredell Engineering
Contact:
Bruce Dawson
Project Name:
Dunklin St. Bridge- Jeff City
Estimate Days to Complete Scope of Work: 2 Days
Quantitv
Amount Unit Extended
3
Hours Mobilization/Demobilization of Crew & Rig
$110.00
hour
$330.00
2.5
Hours Crew Travel
$85.00
hour
$212.50
2
Days Support Vehicle
$100.00
day
$200.00
160
Feet Mud Rotary( 2 Locations to 80' bgs)
$25.00
ft
$4,000.00
160
Feet Surface Casing Set
$7.50
ft
$1,350.00
20
Feet NQ Wireline Coring( 2 locations, 10' of core)
$36.00
ft
$720.00
15
Feet SF Auger Drilling and Sampling(B3)
$10.50
ft
$157.50
Total Estimate Cost
$6,970.00
Option: Traffic Control & Signage- 2 Personnel
$1,100.00
lump sum
Option: Mini Excavator & Operator- Test Pit
$950.00
lump sum
P.O. BOX 138 • HALLSVILLE, MO 65255 • 573-696-3333 • 800-572-8265 • FAX 573-696-0110
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
320 EAST McCARTY STREET
JEFFERSON CITY, MISSOURI 6610--17,,
ACCOUNT NO. 64-650-522020
Change Order No, One (1) Project No, 32155 Ord, No. 16792 Date: 1/30/2019
Job & Location., Dunklin Street Bridge and Corridor
Consultant: Bartlett & West
A. I - 4 IRA 0 4A A It 14 0 , to 0 go . $A. 1` *4 * - R 4 0 A* 0 0 RAN, R I . . . R 1 $ 0 V A, V 4 . 4 0 . 4 . . . . AIR . . . . 4 A . I . * # A 4 k 0 0 . . . . . . * A 0 k . . A , % 0 1.. , A . . . . A . . A A . . . . . . . . A. 4 $ . 4 4 10 0 AA 4 0 N # I W 0 . . I A * I A . 1 4 R A . . I . . I f I . A 1 0 % A 9 N q % 0 . . f 4 0 * 0 . k 0 4 . I . 0 4 0 R A . A * 4 . 0 0 o , V 0 0 * A 0 * .. . . * . R . A 0 t . . . . A . A . . . . . 0 . , * 4 0 . R * 0 4 OR *A o A W 0 k 4. of 1*#. 0 RAN t * o % f R. , V #I
It is hereby mutually agreed that when this change order has been signed by the contracting parties, the following described changes
in the work required by the contract shall be executed by the contractor without changing the terms of the contract except as herein
stipulated and agreed,
4 9 1 t 0` 6 14 - . - I I . I * R 1 0 A A . A . 0 % . * . - . 0 0 4 1 . 1 4 4 A I . A . 0 11 . A I A A % 4 . . 4 . I . I A 1 0 . . A . I AA 41 0 . 0 14 AR A . 0 - A R V I . 4 4 . A . I . . t . 4 $ 1 . I AI I A . . . I , 0 4 0 k 4 . . 0 4 or . 0 . I . . A . . . . . . . . . . . R 4...... A R A. . . A . . A A < . . . . . . . . . .
DESCRIPTION OF CHANGES:
This Change order will comver the design of a sewer main extention from the western side of Dunklin Street near the proy
pert
addressed as 515 Dunklin to the eastern side of the Dunklin Street. See attachment for additional explination.
Note', Item numbers prefixed with "EW" (Extra Work) are new line items to the contract.
Item Quantity in Revised Amount of
No. Quantity in Change Contract Overrun or
Description Unit Contract Order --- Quanti!y__Unit Price Underrun
EW 111 Design for F&F Sewer Extentio-n---� LS 0 1 1 $2,500100 $2,500100
CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES:
IAA/e hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform all
work in connection therewith in accordance with the requirements for similar work In existing contract except as otherwise stipulated
herein, for the following considerations:
Contract Amount - Add $2,500,00 (Two Thousand Five Hundred Dollars and No Cents) to the Contract Amount
Contract Time - There is no change to the Contract Time
ORIGINAL CON-FRACT
Amount % Change
Time
PREVIOUS APPROVED CHANGE ORDERS
$2851521,50
$0.00 0,0%
360
TOTAL THIS CHANGE ORDER
$21500.00 0I9%
0
0 --
TOTAL OF " ALL CHANG - E -- ORDERS
$2,500.00 0.9%
0--
CONTRACT AMOUNT TO DATE
$288,021.50
'ARF —
A I R 0 0 4 * 4 A A * i . . . 14 A * I . I, . 4 1 4 . . A * * A 4.. A AR 0 14 1 A A f . . A . . . . . . . . A . . . . . . .
Bartlett & West
A . A. . R . . . I, t..4. . . . . . . . . 414...{14. . . . . . A .
. . . . . . . . .
CI
Co tractor
Date
Recommended by:
-RIOR-4
r%
City EInheer
Date
Verification of Encumbrance.-
/A..,
Accepted by:
Finance,Director
Date
Owner - City Administrator/ Mayor ----------
Date
Approved as to Form.
x-
y C nselor
Date
EXHIBIT A (Addendum No. 1)
SCOPE OF SERVICES
FOR
DUNKLIN STREET BRIDGE AND CORRIDOR
Addendum No. 1 - Sanitary Sewer Extension near MO Blvd.
GENERAL BACKGROUND
The original project area is generally described as Dunklin Street between Missouri Boulevard
and Broadway Street. The project involves replacing the existing bridge over Wears Creek, and
the associated roadway reconstruction needed to tie back to existing on each end. The entire
stretch of Dunklin Street from Missouri Boulevard to Broadway, except the portion east of
Dunklin and north of the 54 ramps, will have the sidewalks replaced, including the construction
of a Greenway Extension on the northeast of the road between the Highway 54 off ramp and
Mulberry Street. This sidewalk replacement will necessitate replacement of all driveways in the
project limits. To accommodate the greenway, a new midblock crossing will be constructed
including pedestrian activated flashing yellow warning lights and a refuge area.
The original project is more precisely defined by the agreement between the City and Bartlett &
West, Inc. dated June 4t", 2018. This addendum will not modify any of the original scope of
services. This addendum adds to the scope of services as described below:
The existing lamp hole near station 11 +50 (approximately 100' southeast of Missouri Boulevard)
will be replaced with a manhole which ties into the existing service line to Family Pawn as well
as the 6" sanitary main running to the northwest. From this manhole, a new 6" sanitary sewer
line will be constructed under Dunklin Street to a new sanitary manhole in the southeast
quadrant of the Dunklin Street/Missouri Boulevard intersection for use in future development of
that parcel.
Additional topographic survey information will be completed by the City. All right-of-way and
easement documents, as well as all property owner negotiations will be completed by the City
as well.
Services provided by the consultant will include the production of final plans and limited
assistance during bidding and construction. A more detailed description of the included tasks is
as stated below:
Figure 1: Project Scope
TASK 1 — DATA COLLECTION AND SURVEYS
1.1 The City will perform all topographic surveys.
1.2 Bartlett & West to prepare and submit a survey request to the City in PDF form.
1.3 All easement and right-of-way documents will be prepared by the City. Coordination on
needed easements and adjustments to easements from negotiations as necessary.
TASK 2 — FINAL DESIGN SERVICES
2.1 Develop sanitary sewer alignment to construct a crossing of Dunklin Street near station
11 +50.
2.2 Create final plans for project, utilizing AUTOCAD/Civil 3D, consisting of the following:
2.2.1 Sanitary Sewer Plan/Profile Sheets (assumes 1 sheet)
TASK 3 — PROJECT MANAGEMENT AND COORDINATION
3.1 No additional meetings or tasks are included in this scope of services.
TASK 4 — BIDDING PHASE SERVICES
4.1 No additional meetings or tasks are included in this scope of services.
TASK 5 — CONSTRUCTION PHASE SERVICES
5.1 No additional meetings or tasks are included in this scope of services.
Time for Completion:
The schedule for this project will not be impacted by the additional services.
Compensation
The total amount for professional services rendered under this shall addendum shall not
exceed $2,500.00. That modifies the compensation for the entire project to TWO
HUNDRED EIGHTY-EIGHT THOUSAND AND TWENTY-ONE dollars and FIFTY cents
($2885021.50)
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
320 EAST McCARTY STREET
JEFFERSON CITY, MISSOURI 65101
ACCOUNT NO. 21-990-574069
Change Order No. Two (2) Project No. 32155 Ord. No. 15792 Date: 8/21/2020
Job & Location: Dunklin Street Bridge and Corridor
Consultant, Bartlett & West
.......................................................................................................................................................................................................................................................................................
It is hereby mutually agreed that when this change order has been signed by the contracting parties, the following described
changes in the work required by the contract shall be executed by the contractor without changing the terms of the contract except
as herein stipulated and agreed.
.......................................................................................................................................................................................................................................................................................
DESCRIPTION OF CHANGES:
This change order will allow the City to call on Bartlett & West to perform services as outlined in the attached scope of services
pertaining to the construction phase of the Bicentennial Bridge. Services will be provided on an hourly basis as needed.
Note: Item numbers prefixed with "EW" (Extra Work) are new line items to the contract.
Quantity in
Revised
Not to
Amount of
Quantity in Change
Contract
Exceed
Overrun or
Item No. Description Unit Contract Order
Quantity
Price
Underrun
EW 2.1 Bicentennial Bridge Construction Phase Hour 0 Per
Per
$171983.00
6.30%
Services Attached
Attached
Scope
Scope
CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES:
I/We hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform
all work in connection therewith in accordance with the requirements for similar work in existing contract except as otherwise
stipulated herein, for the following considerations:
Contract Amount - Add $17,983.00 (Seventeen Thousand Nine Hundred Eighty Three Dollars and No Cents) to the
Contract Amount
Contract Time - Add 365 Calendar Days to the Contract
STATEMENT OF CONTRACT AMOUNT:
Amount
% Change
Time
ORIGINAL CONTRACT
$2851521.50
360
PREVIOUS APPROVED CHANGE ORDERS
$21500.00
0.9%
_ 0 _
_
TOTAL THIS CHANGE ORDER
_
$171983.00
6.3%
365
TOTAL OF ALL CHANGE ORDERS
$201483.00
7.2%
365
CONTRACT AMOUNT TO DATE
$306,004.50
725
-----
.........................................................................................................................................................................................................................................................I..........I...........,....,.
Bartlett &West
f �
8-23-20
Co ctor
Date
�
�- ;zo
Recommended b Y
/�
Ci y Engineer
Date
Verification of Encumbrance:
E
Financ&Oirector
Date
Accepted by:
Approved as to Form:
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BARTLETT & WEST, INC.
2020 SCHEDULE OF HOURLY CHARGES
Effective January 1, 2020
XI
$225.00
Right -of -Way Technician VI
$123.00
X
210.00
Right -of -Way Technician V
112.00
IX
195.00
Right -of -Way Technician IV
102.00
Engineer
VIII
183.00
Right -of -Way Technician III
93.00
Landscape Architect
VII
170.00
Right -of -Way Technician II
82.00
Architect
VI
155.00
Right -of -Way Technician I
70.00
Planner
V
145.00
IV
135.00
GIS Coordinator IX
$225.00
III
125.00
GIS Coordinator VIII
210.00
II
115.00
GIS Coordinator VII
200.00
I
102.00
GIS Coordinator VI
185.00
GIS Coordinator V
175.00
Engineering Technician XI
$180.00
GIS Coordinator IV
165.00
GIS Coordinator III
150.00
Engineering Technician X
155.00
GIS Coordinator II
135.00
Engineering Technician IX
140.00
GIS Coordinator I
125.00
Engineering Technician VIII
127.00
Engineering Technician VII
115.00
Engineering Technician VI
107.00
GIS Developer/DBA V
$165.00
Engineering Technician V
100.00
GIS Developer/DBA IV
155.00
Engineering Technician IV
93.00
GIS Developer/DBA III
145.00
Engineering Technician III
83.00
GIS Developer/DBA II
135.00
Engineering Technician II
73.00
GIS Developer/DBA I
125.00
Engineering Technician I
63.00
GIS Analyst V
$135.00
Surveyor X
$185.00
GIS Analyst IV
125.00
GIS Analyst III
115.00
Surveyor IX
170.00
GIS Analyst II
105.00
Surveyor VIII
155.00
GIS Analyst I
95.00
Surveyor VII
137.00
Surveyor VI
125.00
Surveyor V
112.00
GIS Technician IV
$97.00
Surveyor IV
100.00
GIS Technician III
87.00
Surveyor III
90.00
GIS Technician II
78.00
Surveyor II
80.00
GIS Technician I
68.00
Surveyor I
70.00
Project Coordinator III
125.00
Survey Technician VIII
$130.00
Project Coordinator II
115.00
Survey Technician VII
115.00
Project Coordinator I
103.00
Survey Technician VI
102.00
Systems Analyst
$170.00
Survey Technician V
90.00
Systems Administrator
125.00
Survey Technician IV
80.00
Systems Technician
85.00
Survey Technician III
72.00
Survey Technician II
65.00
Administrator VI
$130.00
Survey Technician I
60.00
Administrator V
115.00
Administrator IV
102.00
Construction Eng. Tech IX
$160.00
Administrator III
87.00
Construction Eng. Tech VIII
145.00
Administrator II
76.00
Construction Eng. Tech VII
135.00
Administrator I
68.00
Construction Eng. Tech VI
125.00
Construction Eng. Tech V
115.00
Administrative Technician V
$75.00
Construction Eng. Tech IV
102.00
Administrative Technician IV
68.00
Construction Eng, Tech III
9Q.00
Administrative Technician III
60.00
Construction Eng. Tech II
80.00
Administrative Technician II
55.00
Construction Eng. Tech I
70.00
Administrative Technician I
50.00
Right -of -Way Specialist IV
$208.00
Right -of -Way Specialist III
165.00
Right -of -Way Specialist II
143.00
Right -of -Way Specialist I
127.00
The listed rates are subject to annual adjustment January 1 of each year BWF-2020
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
320 EAST McCARTY STREET
JEFFERSON CITY, MISSOURI 65101
ACCOUNT NO. 21-990-574069
Change Order No. Three (3) Project No 32155 Ord No 15792 Date: 2/26/2021
Job & Location: Dunklin Street Bridge and Corridor
Consultant: Bartlett & West
It is hereby mutually agreed that when this change order has been signed by the contracting parties, the following described changes
in the work required by the contract shall be executed by the contractor without changing the terms of the contract except as herein
stipulated and agreed.
DESCRIPTION OF CHANGES:
This change order is being persued to allow the engineer to create design options and renderings for the Gold Star Memorial and
what will be the art panel for Union Pacific that will be installed as part of the fencing for the Bicentennial Bridge.
Note: Item numbers prefixed with "EW" (Extra Work) are new line items to the contract.
Quantity in Revised Amount of
Item Quantity in Change Contract Overrun or
No. Description Unit Contract Order Quantity Unit Price Underrun
EW 3.1 Work on Gold Star Memorial and Railroad LS 0 1 1 $8,385.00 $8,385.00
Art Panel Design for Bicentennial Bridge
Project
CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES:
I/We hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform all
work in connection therewith in accordance with the requirements for similar work in existing contract except as otherwise stipulated
herein, for the following considerations:
Contract Amount - Add $8,385.00 (Eight Thousand Three Hundred Eighty Five Dollars and No Cents) to the Contract
Amount
Contract Time - There is no change to the Contract Time
STATEMENT OF CONTRACT AMOUNT:
ORIGINAL CONTRACT
PREVIOUS APPROVED CHANGE ORDERS
TOTAL THIS CHANGE ORDER
TOTAL OF ALL CHANGE ORDERS
CONTRACT AMOUNT TO DATE
Amount
% Change
Time
$285,521.50
360
$20,483.00
7.2%
365
$8,385.00
2.9%
0
_
$28,868.00
10.1%
365
$314,389.50
725
_.._..,. __.,_...._......_._....._........._.....,.._....,......_...._.� .^_..1................ _.........................._.......... _...... ....... .,.........,,......._...._._.. .......... _......... ,,......
.._..
Bartlett &West
Engineering Firm Q
Recommended by:
+'
Y
City Enweer
Verification of Encumbrance:
Finance Director
31s-I2 t
Date
Date
11-7711-11-/
Date
Accepted by:
Owner - Clty Administrator / Mayor Date
Approved as to Form: f
Clty Co r Date
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
320 EAST McCARTY STREET
JEFFERSON CITY, MISSOURI 65101
ACCOUNT NO. 45-990-577117
Change Order No. Four (4) Project No. 32155 Ord. No 15792 Date 6/10/2021
Job & Location. Dunklin Street Bridge and Corridor
Consultant. Bartlett & West, Inc.
It is hereby mutually agreed that when this change order has been signed by the contracting parties, the following described changes
in the work required by the contract shall be executed by the contractor without changing the terms of the contract except as herein
stipulated and agreed.
DESCRIPTION OF CHANGES:
This change order will provide for the study and evaluation of the High Street Viaduct. This will include evaluation of bridge
rehabilitation and replacement options including impacts and cost estimation (See attached)
Note: Item numbers prefixed with "EW" (Extra Work) are new line items to the contract.
Quantity in Revised Amount of
Item Quantity in Change Contract Overrun or
No. Description Unit Contract Order Quantity Unit Price Underrun
EW 4 1 High Street Viaduct Study LS 0 1 1 $19,500.00 $19,500.00
CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES:
I/We hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform all
work in connection therewith in accordance with the requirements for similar work in existing contract except as otherwise stipulated
herein, for the following considerations:
Contract Amount - Add $19,500.00 (Nineteen Thousand Five Hundred Dollars and No Cents) to the Contract Amount
Contract Time - Add 90 Calendar Days to the Contract
STATEMENT OF CONTRACT AMOUNT:
Amount
% Change
Time
ORIGINAL CONTRACT
$285,521.50
360
PREVIOUS APPROVED CHANGE ORDERS
$28,868.00
10.1 %
0
TOTAL THIS CHANGE ORDER
$19,500.00
6.8%
90
TOTAL OF ALL CHANGE ORDERS
$48,368.00
16.9%
90
CONTRACT AMOUNT TO DATE
$333,889.50
450
..._-.._—._,.....-..._.. _ _...-
Bartlett &West, Inc.
_.. _..�.._. , ....., _ ...._
__,_... .
Pr ager
Date
Recommended by
City En ineer
Date
at `
Verification of Encumbrance
Y ' •L�l�'�-f
Finance Director _
Date
Accepted b
P Y
/% '/
/i
l� Z/2/Owner
City Administrator/ M r
Date
Approved as to Form
(� `a 1 • a- �
City C n
Date
May 19, 2021
David Bange, P.E.
City Engineer
City of Jefferson
320 E. McCarty Street
Jefferson City, MO 65101
Re: High Street Viaduct Study
Dear Mr. Bange
Thank you for allowing Bartlett & West the opportunity to provide this proposal for professional
services relative to identifying and evaluating bridge rehabilitation and bridge replacement
options with cost estimates developed for each that can be used for planning and budgeting
purposes.
Scope and fee
The tasks and associated lump sum fees to provide the services needed to complete your
project are as follows:
Task 1: Evaluation of bridge rehabilitation and replacement options $19,500
• Review of plans and other documents potentially affecting bridge rehabilitation or bridge
replacement options, generally relating to the viaduct structure itself, the city's planning
for other infrastructure in the area, State of Missouri facilities, floodplain management, and
the railroad facilities.
• Field visits for documentation of current conditions and refining estimated repair quantities.
• Develop cost estimate for required repair treatments needed to extend bridge life 10 to 20
years, if possible.
• Develop cost estimate for bridge replacement and list of issues to be considered during
final design of the project. Include concept and cost for potential roadway construction at
the east end of the bridge. The scope will include assessing a ballpark bridge replacement
size, but does not include investigation of multiple structure types and span arrangements.
• Develop cost estimate for bridge repairs to extend the life of the bridge to the time of its
replacement should the bridge condition worsen in the future to the point where vehicular
load restrictions or road closure are considered necessary.
• Develop a draft final report for the City's review.
• One (1) phone conference call meeting with the City to discuss review comments and
questions.
• Combine and incorporate some of the ideas after our phone meeting to create one (1)
final bridge evaluation study.
The following additional services can be provided for a negotiated fee or on an hourly rate
basis, as mutually agreed, and are not included as a part of the scope of services
previously defined.
• Any additional engineering, preliminary design, final design or otherwise, beyond the
evaluation work included in Task 1.
• Any bridge rehabilitation or bridge replacement details and specifications that can be used
for construction.
• Any exhibits that might be needed for city and/or county meetings or hearings
Client Responsibility
In order to best meet your needs and schedule, we request that you provide the following to us:
1. All records or other documentation related to construction of, repairs to or maintenance
of the High Street Viaduct
2. Planning studies or other documentation that might be available for facilities in the
vicinity of the viaduct that may affect rehabilitation or replacement options, including but
not limited to other bridges, State of Missouri facilities, churches, streets, fire stations,
Wears Creek, pedestrian facilities, and railroads.
3. Timely approval or comments on options, conclusions or recommendations presented
during the evaluation process.
Attached to this proposal is a copy of our Standard Provisions of Agreement for Professional
Services, which shall apply to the work of this proposal. If the proposal is acceptable, please
sign and return a copy to us for our records. This proposal is valid for 90 days from the date of
this letter.
Sincerely, ACCEPTED BY: JEFFERSON CITY
7ae44
PUBLIC WORKS
kalvl—
Todd Kempker
Project Manager
By:
Printed name of person signing
Enclosure(s)
Dated:
Page 2 of 2 08/18
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
320 EAST McCARTY STREET
JEFFERSON CITY, MISSOURI 65101
ACCOUNT NO.2i-990-574069
Change Order No. Five (5) Project No. 32155 Ord. No 15792 Date: 7/28/2021
Job & Location: Dunklin Street Bridge and Corridor
Consultant: Bartlett & West
It is hereby mutually agreed that when this change
orderfollowing
. in - changes
g has been signed by the contracting parties, the following described changes
in the work required by the contract shall be executed by the contractor without changing the terms of the contract except as herein
stipulated and agreed.
DESCRIPTION OF CHANGES:
This change order will allow the City to call on Bartlett & West to perform engineering services pertaining to the construction of the
Bicentennial Bridge. Services will be provided on an hourly basis as needed.
Note: Item numbers prefixed with "EW" (Extra Work) are new line items to the contract.
Quantity in Revised Amount of
Item Quantity in Change Contract Overrun or
No. Description Unit Contract Order Quantity Unit Price Underrun
EW 5.1 Additional Bicentennial Bridge LS 0 1 1 $10,000.00 $10,000.00
Construction Phase Services
CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES:
I/We hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform all
work in connection therewith in accordance with the requirements for similar work in existing contract except as otherwise stipulated
herein, for the following considerations:
Contract Amount - Add $10,000.00 (Ten Thousand Dollars and No Cents) to the Contract Amount
Contract Time - Add 60 Calendar Days to the Contract
STATEMENT OF CONTRACT AMOUNT:
ORIGINAL CONTRACT
Amount
$285,521.50
% Change
Time
360
CONTRACT AMOUNT WITH COUNCIL APPROVED COs
$314,389.50
725
CHANGE ORDERS SUBSEQUENT TO COUNCIL APPROVAL
$19,500.00
6.2%
90
TOTAL THIS CHANGE ORDER
$10,000.00
3.2%
60
TOTAL OF ALL NON COUNCIL APPROVED Cos
TOTAL OF ALL CHANGE ORDERS
$29,500.00
$58,368.00
9.4%
150
515
CONTRACT AMOUNT TO DATE
$343,889.50
875
Bartlett & West
Recommended by:
Verification of Encumbrance:
Accepted by:
Approved as to Form
7/28/21
Date
Date
-7
Date
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g-3-zf
Date