AECOM Technical Services, Inc. Supplemental Agreement Copyright 2014
City of Dubuque Consent Items # 7.
ITEM TITLE: AECOM Technical Services, Inc. Supplemental Agreement
#16 for the Southwest Arterial Project
SUMMARY: City Manager recommending approval for the City Manager
to execute the Consultant Professional Services —
Supplemental Agreement with AECOM Technical Services,
Inc. to include the completion of right-of-way property
acquisition for the Southwest Arterial Project, subject to the
concurrence of the Iowa Department of Transportation.
RESOLUTION Approving the Consultant Professional
Services - Supplemental Agreement No. 16 between
AECOM Technical Services, Inc. and the City of Dubuque
for the completion of final Engineering Design Phase of the
Southwest Arterial Project
SUGGESTED DISPOSITION: Suggested Disposition: Receive and File; Adopt
Resolution(s)
ATTACHMENTS:
Description Type
Southwest Arterial Supplemental Agreement#16 - MVM City Manager Memo
Memo
Staff Memo Staff Memo
Resolution Resolutions
Supplemental Agreement No. 16 Supporting Documentation
THE CITY OF Dubuque
UBE I
erica .i
Masterpiece on the Mississippi 2007-2012-2013
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Southwest Arterial Project
Consultant Professional Services – Supplemental Agreement
Final Engineering Design Phase – Scope of Work Modifications
Iowa DOT Project No. STP-U-2100 (634)-70-31
DATE: April 12, 2016
Assistant City Engineer Bob Schiesl recommends City Council approval for the City
Manager to execute the Consultant Professional Services – Supplemental Agreement
with AECOM Technical Services, Inc. to include the completion of right-of-way property
acquisition for the Southwest Arterial Project, subject to the concurrence of the Iowa
Department of Transportation.
The estimated professional services fee for the proposed design and plan modifications
to the original scope of services is in the amount of $106,800.
1 concur with the recommendation and respectfully request Mayor and City Council
approval.
Micliael C. Van Milligen
MCVM:jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Teri Goodmann, Assistant City Manager
Gus Psihoyos, City Engineer
Robert Schiesl, Assistant City Engineer
THE CITY OF Dubuque
AII4meric11 a City
DUBgkE r
Masterpiece on the Mississippi 2007-2012-2013
TO: Michael C. Van Milligen, City Manager
Gus Psihoyos, City Engineer
FROM: Robert Schiesl, Assistant City Engineer
SUBJECT: Southwest Arterial Project
Consultant Professional Services - Supplemental Agreement
Final Engineering Design Phase - Scope of Work Modifications
Iowa DOT Project No. STP-U-2100 (634)--70-31
DATE: April 12, 2016
INTRODUCTION
The enclosed resolution authorizes the City Manager to execute a supplemental
agreement with AECOM Technical Services, Inc. (AECOM) which approves revisions to
the original scope of services to the Consultant Professional Services Contract to
complete the final engineering design phase of the Southwest Arterial Project.
BACKGROUND
On March 2, 2009 the City Council approved (Res. 87-09) the selection of AECOM
(Waterloo, Iowa) to provide the final engineering design for the Southwest Arterial
Project. The initial agreement included: the final engineering design; preparation of
construction documents; geotechnical investigation; architectural and landscape
enhancements; archaeological and cultural resources mitigation; public involvement;
agency coordination and construction engineering services.
The design team is currently completing the remaining final engineering design phases
and preparing construction plans for upcoming projects for the continued development
and advancement of the Southwest Arterial project.
The Consultant Professional Services - Supplemental Agreement includes revisions to
the original scope of services to reflect the remaining anticipated level of effort required
to advance the completion of the final engineering design phases in accordance with
the "grade four lanes/pave two lanes" project as outlined in the Memorandum of
Agreement and the Transfer of Jurisdiction between the City and Iowa DOT.
DISCUSSION
Per the terms of the Consultant Professional Services contract and the conditional
requirements of the federal aid funding agreement, if the Consultant is of the opinion
that any work directed to perform is beyond the scope of said contract, and constitutes
"Extra Work", the Consultant shall promptly notify the City in writing to that effect.
Unless written approval for "Extra Work" has been secured in advance of performing
said work from the City, the Iowa DOT and the FHWA, said work will be ineligible for
federal aid participation. The Consultant Professional Services - Supplemental
Agreement authorizes AECOM to provide the revised scope of services to continue to
advance the completion of the final engineering design phase in accordance with Iowa
DOT and FHWA procedures and requirements.
As a result of recent Iowa DOT specification modifications, the original scope of
services needs to be revised to reflect the following task modifications to previously-
completed design elements, as well as new tasks which are considered "critical path
schedule items" that are required to continue to advance the completion of the final
engineering design phase:
Storm Water Retention Policy
• Additional work associated with implementing the new requirements for temporary
sediment control measures to comply with NPDES General Permit No. 2.
• Additional work associated with implementing the storm water retention policy is
detailed in the newly issued Chapter 10C-2 of the Road Design Manual
RECOMMENDATION
I recommend that the City Council authorize the City Manager to execute the Consultant
Professional Services - Supplemental Agreement with AECOM Technical Services, Inc.
for the final engineering design phase of the Southwest Arterial project, subject to the
concurrence of the Iowa Department of Transportation.
BUDGETIMPACT
The estimated professional services fee for the proposed design and plan modifications
to the original scope of services for the final design phase of the Southwest Arterial
project is as follows:
Description Amount
Supplemental Agreement No. 16 - Scope of Services Revisions L12g 800
Total Project Cost J1Qfi 800
The project funding summary is as follows:
CIP Funding Source Amount
3001287 Federal SAFETEA-LU Funding (80%) $ 85,440
3001287 Local Funding (20%) 21 ,360
Total Project Funding L1Qfi 800
ACTION TO BE TAKEN
The City Council is requested to authorize the City Manager to execute the Consultant
Professional Services - Supplemental Agreement with AECOM Technical Services, Inc.
to include the completion of right-of-way property acquisition for the Southwest Arterial
Project, subject to the concurrence of the Iowa Department of Transportation through
adoption of the enclosed resolution.
Prepared by Robert Schiesl, Assistant City Engineer Kent Ellis, Iowa DOT
cc: Jenny Larson, Budget Director Doug Schindel, AECOM
F:\PROJECTS\SW ARTERIAL-IA HYW 32WECOM FE CONTRACT\SW Arterial AECOM FE Consultant Agreement Suppl No. 16-
Council Approval Memo.doc
RESOLUTION NO. 123-16
RESOLUTION APPROVING THE CONSULTANT PROFESSIONAL SERVICES -
SUPPLEMENTAL AGREEMENT NO. 16 BETWEEN AECOM TECHNICAL
SERVICES, INC. AND THE CITY OF DUBUQUE FOR THE COMPLETION OF FINAL
ENGINEERING DESIGN PHASE OF THE SOUTHWEST ARTERIAL PROJECT
Whereas, the City of Dubuque is proceeding with the Southwest Arterial Project,
from U.S. Highway 20 to U.S. Highway 61/151, in Dubuque, Iowa; and
Whereas, as a result of Iowa DOT specification modifications, the original scope
of services needs to be revised to reflect modifications to previously -completed design
elements, as well as new tasks which are required to continue to advance the
completion of the final engineering design phase; and
Whereas, the Consultant Professional Services - Supplemental Agreement
authorizes AECOM to provide the revised scope of services to continue to advance the
completion of the final engineering design phase.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
Section 1. That said Consultant Professional Services - Supplemental Agreement
No. 16 between AECOM Technical Services, Inc. and the City of Dubuque for the final
engineering design phase of the Southwest Arterial project is hereby approved, subject
to the concurrence of the Iowa Department of Transportation.
Section 2. That the City Manager be authorized and directed to execute three
copies of said Consultant Professional Services - Supplemental Agreement No. 16 with
AECOM Technical Services, Inc. for the final engineering design phase of the
Southwest Arterial project.
Passed, approved and adopted this 18th day of April, 2016.
Attest:
Jiff -
Kevin !irnstahl, City C(erk
is W. or Pro -Tem
AS� AECOM 31&232-8531 IoI
sol Sycamore Street 319 232 fax
Suite 222
Waterloo,Iowa 50703
www oxforn for,
IDOT Project No.STP-U-2100(634)--7031
SOUTHWEST ARTERIAL
FROM SEIPPEL ROAD TO OLDIE DAVENPORT ROAD
DUBUQUE, IOWA
SUPPLEMENTAL AGREEMENT NO. 16
WHEREAS,a Professional Services Agreement was entered into by the City of Dubuque,Iowa(Owner),
and AECOM Technical Services, Inc. (Consultant), of Waterloo, Iowa, dated May 8, 2009, for the
preparation of final design, plans, specifications and estimates, as well as right-of-way property
acquisition, final soils investigation, archaeological and cultural resources Phase III mitigation, public
involvement, agency coordination and construction-phase services for the Dubuque Southwest Arterial
which includes a new 4-lane freeway between Seippel Road and Olde Davenport Road in Dubuque,
Iowa, in accordance with the preliminary plans completed in March 2008; and
WHEREAS, the Owner and Consultant modified the original Scope of Services to include a Value
Engineering Workshop as part of Task No. 3 (Initial Value Engineering Review) in the original
agreement on July 27, 2009, said document included as Attachment C; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No. 1 dated August 27,
2009, for the preparation of final design, plan, specifications and estimates, right-of-way property
acquisition, final soils investigation, archaeological and cultural resources Phase III mitigation, public
involvement and agency coordination for the portion of the project not included in the previous
agreement; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No.2 dated October 21,
2009,for supplemental Phase 1 archaeological investigation of the Oberbroeckling property in Dubuque
County, Iowa; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No. 3 dated March 10,
2010, to include revisions in the previous Scope of Services based on recent changes in the design
concept as a result of a Value Engineering Study of the project and the Owner's desire to extend the
recreational trail beyond the previous limits; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No.4 dated August 24,
2010,to include engineering services during the construction phase of the North Cascade Road portion
of the project; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 5 dated
September 27, 2010,to include revisions in the previous Scope of Services based on recent changes in
the design concept as a result of ongoing review and value engineering activities; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No.6 dated October 19,
2010,to include construction staking forthe North Cascade Road portion ofthe project; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 7 dated March 4,
2011, to include revisions in the previous Scope of Services based on recent changes in the design
concept as a result of ongoing review,the public informational meeting and value engineering activities;
and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No.8 dated February 28,
2011, to include engineering services during construction phase of the North Cascade Road Bridge
portion of the project; and
AECO 1 Page 2
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No.9 dated July 1,2011,
to include roundabout intersection peer review and design revisions and the preparation of legal plats
and descriptions for temporary construction easements, and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 10 dated
September 12, 2011, to increase the hours for Construction Observation estimated for the North
Cascade Road Bridge portion of the project authorized in Supplemental Agreement No. 8; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 11 dated July 23,
2012,to amend the previous agreements to include design revisions that have been requested by the
City since the original Scope of Services was prepared and the shifting of certain activities among firms
on the Design Team; and
WHEREAS,the Owner and Consultant entered into Supplemental Agreement No. 12 dated January 3,
2013,to modify the construction engineering scope for the North Cascade Road project; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 13 dated May 9,
2014,to add property acquisition services to the Scope of Services,which services will be completed by
JCG Land Services, Inc.; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 14 dated
November 20, 2014, to include additional design elements and other design revisions that were
requested by the City since the previous Scope of Services was prepared; and
WHEREAS, the Owner and Consultant entered into Supplemental Agreement No. 15 dated
November 23, 2015, in the form of an updated Standard Consultant Contract to provide for additional
design services that were requested beyond the Scope of Services of previous agreements; and
WHEREAS,the Owner and Consultant desire to amend the previous agreements to include additional
design elements related to new storm water retention requirements that have been requested by the
City since the previous Scope of Services was prepared.
NOW THEREFORE, it is mutually agreed to amend the original Professional Services Agreement as
follows:
I. SCOPE OF SERVICES
The services to be provided for the project under this Agreement will include additional activities
that have been requested by the City and the Iowa DOT related to the new requirements for
storm water retention. These requirements are fortemporarysediment control and are needed
to complywith NPDES General Permit No. 2. The new storm water retention policy is detailed
in the newly issued Chapter 10C-2 of the Road Design Manual. The following tasks are
included:
A. AECOM Scope of Services
AECOM's Scope of Services will include the additional tasks for the new storm water
retention policy and will be applied to the following projects:
• Southwest Arterial West Grading: NHSX-032-1(25)--3H-31
• Southwest Arterial East Grading (36): NHSX-032-1(36)--3H-31
• Military Road and Bridge(664): HDP-2100(664)--71-31
• North Cascade Road Interchange Grading: NHSX-032-1(26)--3H-31
AZCOM Page 3
The Scope of Services is modified to include the following tasks:
Task 1 - Drainage Basin Design. This task includes determining the disturbed area
for each drainage basin and then calculating the storage per acre of disturbed area.
For each drainage basin,3600 cubic feet of storm water storage per acre of disturbed
area is required. Complete Drainage Basins Tabulation 100-34.
Task 2-Silt Fence for Ditch Check Design. Develop silt fence for ditch check layout
that provides the necessary storage. Fill out Silt Fence for Ditch Checks Tabulation
100-18.
Task 3 - Silt Basin Design. Develop silt basin layout. Fill out the new Silt Basins
Tabulation 100-14.
Task 4-Temporary Sediment Control Basins. Identify the locations of temporary
sediment control and fill out the new Temporary Sediment Control Basins Tabulation
100-33.
Task 5- Rock Check Dams Design. Determine location and spacing requirements
for rock check dams instead of silt fence for ditch checks in steep ditches. Fill out
Rock Check Dam Tabulation 100-32.
Task 6-Storage Summary. Fill out Storage Summary Tabulation 100-35.
Task 7-Perimeter and Slope Sediment Control Device Design. Determine location
and spacing requirements for new Slope Sediment Control Device Tabulation,100-19.
Task 8 - Existing Erosion Control Tabulations Review and Adjustments. This
task includes making revisions to the other tabulations that were not revised described
in the previous tasks. This includes moving the previously tabulated erosion control
items to new locations to avoid conflicts with the new erosion control items.
Task 9 -Revise Erosion Control Sheets. This task includes revising the graphical
representation of the erosion control features shown on the EC-Series Sheets.
Task 10-Revise Quantities, Estimate Reference Notes and Cost Estimates. This
task includes the revision to the Estimated Project Quantities Tabulation 100-1A,
Estimate Reference Information Tabulation 100-4A,and providing cost estimate for the
erosion control items.
Task 11 - Quality Control Reviews. This task includes in-house quality control
reviews by certified erosion control personnel who have not been responsible for the
original work. The quality control reviews will be completed and documented before
key submittals are made to the City and Iowa DOT.
Task 12 - Project Administration. This task includes the project administration to
manage staff and coordinate with the City and Iowa DOT.
B. WHKS Scope of Services
WHKS's Scope of Services is modified to include the following tasks:
ASCO 1 Page 4
Temporary Sediment Control Devices for Storm Water Retention
Based on the requirements outlined in Chapter 10C-02 for roadway segments with a
rural typical section,WHKS will:
1. Determine the number of disturbed acres for each drainage basin.A drainage
basin is an area that drains to a common oint where the basin exits the right-
of-way. For each drainage basin, 3600 ft'�of storm water storage per acre of
disturbed area is required.
2. Determine the temporary sediment control devices to be used for storm water
retention. The devices may include Silt Fence Ditch Checks (EC-201), Silt
Basins (EW-403), Slash Mulch Berms (570-1), Rock Check Dams (570-2),
and Temporary Sediment Control Basins(570-3).
3. Calculate the storm water detention to be provided for each drainage basin,
which will include the total volume of storage provided by all temporary
sediment control devices in that basin. Regardless ofthe devices used, Iowa
DOT requires that the storm water detention provided for a drainage basin
exceed what is needed.
4. Create tabulations for each type of temporary sediment control device used
and Tabulation 100-35-Summary of Storm Water Storage.
For roadways with curb and gutter typical sections, a goal of 3600 ft' storage per
disturbed acre drained may not be attainable. WHKS will use appropriate sideslope
and downstream controls;for example, silt fence ditch checks, inlet protection, etc.
The roads and projects that will require storm water retention calculations and
documentation for temporary sediment control devices include:
NHSX-032-1(37)--3H-31 -Menards Frontage Road
Stage 1
Construction of the Menards Frontage Road from Sta. 151-Sta.165,the East Frontage
Road from the Menards Frontage Road to Sta. 10169,and Quarry Road. Design for an
estimated 6 drainage basins and 2 silt basins.
Stage 2
Construction of the U.S. 20 median from Sta. 1262-Sta. 1273. Design for 1 drainage
basin.
Stage 3
Construction of the Menards Frontage Road from Sta. 134-Sta. 139, the Menards
Frontage Road from Sta. 144 to Sta. 151, and Eastbound U.S. 20 from Sta. 1262 to
Sta. 1295. Design for an estimated 6 drainage basins and 6 silt basins.
Stage 4
Construction of westbound U.S. 20 from Sta. 1263 to Sta. 1294, and relocated Old
Highway Road from Sta. 11195 to Sta. 11199. Design for an estimated 6 drainage
basins and 6 silt basins.
Stage 5
Construction of approximately 400 feet ofrelocated Old Highway Road. Designforan
estimated 2 drainage basins and 1 silt basin.
AECO 1 Page 5
Stage 7
Construction of approximately 500 feet of Menards Frontage Road, and the U.S. 20
median from Sta. 1256 to Sta. 1274. Design for an estimated 3 drainage basins and
silt basins.
NHSX-032-1(38)--3H-31 —U.S. 20 Interchange
Ramp A
Design for an estimated 4 drainage basins and 3 silt basins.
Ramp B
Design for an estimated 4 drainage basins and 3 silt basins.
Ramp C
Design for an estimated 4 drainage basins and 3 silt basins.
Ramp D
Design for an estimated 4 drainage basins and 4 silt basins.
Southwest Arterial
Design for an estimated 8 drainage basins and 10 silt basins.
East Access Connector
Design for an estimated 3 drainage basins and 3 silt basins.
Seippel Road
Design for an estimated 2 drainage basins and 2 silt basins.
Cousins Road
Design for an estimated 4 drainage basins and 4 silt basins.
Seippel Road Temporary Reconstruction
Design for an estimated 2 drainage basins and 2 silt basins.
NHSX-032-0(211)--3H-31 —U.S. 20 Roadway and Bridges
Design for an estimated 4 drainage basins and 4 silt basins.
English Mill Road Connector
Design for an estimated 6 drainage basins and 6 silt basins.
Removal of Silt Basins
An estimated 62 silt basins will be required for storm water detention to meet the
storage requirements. Earthwork will need to be calculated and tabulated for filling the
temporary silt basins.The pay item for this work is Removal of Silt Basins.
Quality Assurance/Quality Control
This task consists of the review of the appropriate type of temporary sediment control
devices to be used for storm water retention, the storage calculations, and the
quantities for all items and tabulations.
ASCO 1 Page 6
Project Administration/Project Management
This task consists of the administrative actions necessary to execute the work of the
supplement, manage staff working on the tasks, and coordinate with the Client and
Iowa DOT for approval.
II. TIME OF BEGINNING AND COMPLETION
Work under this Supplemental Agreement No. 16 is authorized to begin upon receipt of written
Notice to Proceed. The work shall be completed in accordance with the schedule defined in
Supplemental Agreement No. 15,which is extended from December 31,2016,to December 31,
2018.
III. COMPENSATION
The consultant shall be reimbursed for actual costs incurred in accordance with Article 3 of the
original agreement.
The Estimated Actual Cost, Fixed Fee, Contingency and Maximum Amount Payable for this
supplemental agreement,as stated below and as shown in Attachment A,are to be integrated
with those covered under the original agreement and Supplemental Agreement Nos. 1, 2,3,5,
7, 9, 11, 13, 14 and 15.
Base Value Eng.
Agreement Modification S.A.No. 1 S.A.No. 2
Estimated Actual Costs $391,700.00 $56,200.00 $7,978,200.00 $19,900.00
Fixed Fee 22,500.00 5,200.00 427,000.00 0.00
Contingency 38,400.00 5,500.00 761,900.00 2,000.00
Maximum Amount Payable $452,600.00 $66,900.00 $9,167,100.00 $21,900.00
S.A. No.3 S.A. No.5 S.A.No. 7 S.A. No.9
Estimated Actual Costs $175,200.00 $233,600.00 $334,600.00 $114,800.00
Fixed Fee 14,000.00 28,400.00 11,000.00 5,300.00
Contingency (2,400.00) 0.00 0.00 6,600.00
Maximum Amount Payable $186,800.00 $262,000.00 $345,600.00 $126,700.00
S.A.No. 11 S.A.No. 13 S.A.No. 14 S.A.No. 15
Estimated Actual Costs $323,500.00 $129,740.00 $651,340.00 $1,345,600.00
Fixed Fee 3,200.00 0.00 24,100.00 53,800.00
Contingency (151,900.00) 10,000.00 (113,000.00) (377,870.09)
Maximum Amount Payable $174,800.00 $139,740.00 $562,440.00 $1,021,600.00
S.A.No. 16 Total Amount
Estimated Actual Costs $99,600.00 $11,853,980.00
Fixed Fee 7,200.00 601,700.00
Contingency 0.00 179,300.00
Maximum Amount Payable $106,800.00 $12,634,980.00
IV. In other aspects,the obligations of the Owner and Consultant shall remain as specified in the
Professional Services Agreement dated May 8, 2009, and subsequent amendments.
AECOM
Page 7
IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 16 as of
the dates shown below:
AECOM TECHNICAL SERVICES, I C.
By
Douglas . Schin 4 , P.E.
Associate Vice°' resident
CITY OF DUBUQUE, IOWA
By
Michael C ' Van Mil!igen
City Manager
IOWA DEPARTMENT OF TRANSPORTATION
ACCEPTED FOR FHWA AUTHORIZATION*
Date VI 00
By Date
Kent L. Ellis, P.E.
Local Systems Engineer
District 6
*The Iowa DOT is not a party to this agreement. However, by signing this agreement, the Iowa DOT is
indicating the work proposed under this agreement is acceptable for FHWA authorization of federal
funds.
O:\Administration\AGREE\SUPPLE\SA16 DSWA.doc
Attachment C-1
Southwest Arterial Final Design
City of Dubuque, Iowa
Supplemental Agreement No. 16
COST ANALYSIS
I. Direct Labor Cost(AECOM Technical Services)
Category Hours Rate/Hour Amount
Senior Professional 0 $80.00 $0.00
Project Professional 40 $57.00 $2,280.00
Staff Professional 116 $44.50 $5,162.00
Professional 376 $36.45 $13,705.20
CADD Operator II 48 $33.80 $1,622.40
CADD Operator 1 0 $24.45 $0.00
Project Support 8 $29.90 $239.20 $23,008.80
588
11. Payroll Burden and Overhead Provisional Costs 140.16% $32,249.13
111. Direct Project Expenses
Category Units Rate/Unit Amount
Mileage 0 0.54 0.00
Per Diem 0 50.00 0.00
Lodging 0 90.00 0.00
BNV Copies 1000 0.06 60.00
Color Copies 1000 0.22 220.00
EDM Equipment 0 12.50 0.00
GPS Equipment 0 25.00 0.00
Miscellaneous, Other 500.00 $780.00
IV. AECOM Estimated Actual Costs $56,037.93
Rounded $56,000.00
V. Subcontract Expense
WHKS &Co. $43,600.00
$43,600.00
VI. Estimated Actual Costs $99,600.00
VI 1. Fixed Fee $7,200.00
VIII. Contingency $0.00
IX. Maximum Amount Payable $106,800.00
Attachment C-1
Southwest Arterial Final Design
City of Dubuque,Iowa
Supplemental Agreement No.16
Staff Hour Estimate
Senior Project Staff CADD Op CADD Op Technician Project
Description of Work Prof Prof Prof Prof II 1 upport
Total
Nbdifications to Previous Scope
............................................................................................................................................................ ................. ......................................................................................................... ................. .................
......................................................................................................................................................................... ................. ......................................................................................................... ................. .................
..�....Drainage.Basin.Design.:.................................................................................................................. . 80 ..........80.
................ ......................................................................................................... ................. .
..2 Silt Fence for Ditch Check,Desi.@n.:............................................................................ ..........a0....................................................................... ................. ..........40.
....Silt . .. .. ... .... . ................. ................. ...................
3...Silt.Basin.Desi 40.:.............................................................................................................................. . 40 40.
................ ......................................................................................................... ................. .
4 Temporary.Sediment.Control.Basins. 40 46
.... .. ............................................................................................... ................. ......................................................................................................... ................. .................
...`'.....Rock.Check.Dams.Design.:........................................................................................................... . 24 ..........24.
................ ......................................................................................................... ................. .
6 Storage Summary. 16 48 64
7 Perimeter.and Slope Sediment Control.Device Design:..... ..... .... 16 ..... ......... ....... ... 16
..8 Existing.Erosion Control Tabulations,Review and Adjustments.:..................................... ................. ...........16.............a0....................................................................... .....
............ ...........56.
9 Revise Erosion Control Sheets. 16 16 48 80
......................................................................................................................................................................... ................. ......................................................................................................... ................. .................
10 Revise Quantities, Estimate Reference Notes and Cost Estimates. 40 32 72
......................................................................................................................................................................... ................. ......................................................................................................... ................. .................
11 Qualify Control Reviews. .............8 28......................................................................................... ................. ...........36.
12 Project Administration.: 32. ......................................................................................................... ................. .................
40
......................................................................................................................................................................... ................. ......................................................................................................... ................. .................
TOTAL HOURS 0 40 116 376 48 0 0 8 588
whks Southwest Arterial Final Design
WHKS&Co. COST ANALYSIS
City of Dubuque, Iowa
Supplemental Agreement No. 16
COST ANALYSIS
I. Direct Labor Cost
Category Hours Rate/Hour Amount
Project Manager 40 $ 69.23 $ 2,769.20
......................................................................................................................................3..............................................
Structural Engineer 1 0 $ 43.43 $ -
......................................................................................................................................................................................
Structural Engineer 2 0 $ 42.83 $ -
......................................................................................................................................................................................
Roadway Engineer 1 200 $ 32.48 $ 6,496.00
.......Roadway Engineer 2 93 $ 63.36 $ 5892.48
Structural Technician 0 $ 27.80 $ -
......................................................................................................................................................................................
Roadway Technician 0 $ 24.40 $ -
......................................................................................................................................................................................
Survey Technician 0 $ 24.06
L $ -
...................................................................................................................................... ..............................................
and Surveyor 0 $ 39.88 8 $ -
......................................................................................................................................................................................
Total 333 $ 15,157.68
(Rounded) $ 15,160
II. Payroll Burden and Overhead Costs(Rounded) 156.69% $ 23,760
III. Direct Project Expenses(Rounded)
Mileage @$0.575 per mi 0 miles $ -
Meals
Lodging nights @$83.00
Miscellaneous-Postage, Printing, Reproduction,Telephone,etc $ -
Permit Fees
Total $ -
IV. Estimated Actual Costs(Rounded) (I+II+III) $ 38,900
V. Fixed Fee(Rounded) 12% x(I+II) $ 4,700
VI. Contingency $ -
VII. Maximum Amount Payable(Rounded) (IV+V+VI) $ 43,600
soumvre5l arterial Final Design
cN or Dubuque,mw.
WHNS
Supplemental Agreement No.16
COSTANALTSIS
Project Sirudual Sirudual Roadway Roadway Sirudual Roadway Survey Land
Description olwork Manager Engineer 1 En In erg Engineer 1 En In erg Technician Technician Technical Surveyor Total
1 ienp orarysetllmeni CO re
Sediment for Storm Wafer RNeMlon
NHsx oaz R37)of 31 groom Career storage
Stage
Laski g drainage basins) 2 1 3
Task 1 1 2
Task3 Qsilt basins 4 2 fi
Ta 4
Stage
Laski or damage basin) 1 1 2
Task 1 1 2
Task 2 1 3
Task 1 1 2
Stage
Laski g drainage basins) 2 1 3
Task 1 1 2
Task3(fi silt basins 8 2 10
Ta 4
Stage
Laski g drainage basins) 2 1 3
Task2
Task3 gsilt basins 8 2 10
Task 1 1 2
Stages
Laski(2 drainage basins) 1 1 2
Tasa
Task3 ti silt basin
Task 1 1 2
Stage?
Laski(3 damage basins) 1 1 2
Tasa
Task3(3 silt basins 4 z g
Task 1 1 2
NHsx oaz t)3g)-3H 31 groom Career Storage
Ramp
Laski(4 drainage basins) 3 1 4
Task2
Task3(3 silt basins 4 1 5
Task 1 1 2
Ramp
Laski(4 drainage basins) 3 1 4
Task2
Task3(3 silt basins 4 1 5
Task 1 1 2
Ramp
Task i(4 drainage basins) 3 1 4
Task2
Task3(3 silt basins fi 1
Ta 4 1 1 2
Ramp
Laski(4 drainage basins) 3 1 4
Task2
Task3(4 silt basins 8 1 9
Task 1 1 2
WF
Laski(8 drainage basin) fi 2 8
Task2 2 2 4
Task3(10 silt basins ifi 4 20
Ta 4 2
East Access Connector
Taski(3 drainage basins) 1 1 2
Ta 2
Task3(3 silt basins 4 2 fi
Ta 4
selppel go
art
Laski(2 drainage basins) 1 1 2
Ta 2 2
TaskQsilt basins 2 1 3
Task s 4
C ou51n 5
Task (4(4 drainage basin) 3 1 4
Task 1 1 2
Task3(4 silt basins 0 1 9
Ta s
Tro pormy(amended-of supper Road
Task i(2 drainage basins) 3 1 4
Task2
Task3(2 silt basins 2 1 3
Task 1 1 2
NHSX-0269)211)-3H-3f Erosion Career Storage
usm
Taski(4 drainage basins) 3 1 4
Task2 1 1 2
Task 3(4 silt basins 0 1 9
Tasks 2
soumvreer Annual Final Design
cN or Dubuque,mw.
wxxS
Supplemental Agreement No.16
COSTANALTSIS
NRSX-032-1t20t-3X31 groom Career Storage
English MITI
Tasks(0 damage basins) 6 4 10
Task 2 1 3
Task 3(0 silt been5 6 4 10
Task 3 1 4
2 Removal N SIN Basin gainers quartmes for 62 silt basin 4 4
3 QuaOty COMmII QuaOty Assurance 0 0 16
4 proper FNminlsallonlPajed Management 32 0 0 40
TOTN_HOURS 40 0 0 200 93 0 0 0 0 333