HomeMy WebLinkAboutAECOM,Amendment to Contract 15-18 TO
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ASCO • 556 AECOM 0
North Main Street 920.235.0321fax
Oshkosh,W1 54901
APR 2 1 2
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April 21, 2016
Mr. James Rabe, Director of Public Works i !
City of Oshkosh MAY 0 4
215 Church Avenue
f r
P.O. Box 1130 .
Oshkosh, Wisconsin 54903-1130
Subject: Contract Amendment Request 1 Related to City Contract 15-18, Libbey--Nicolet
North Main Street Area Detention Basin I Storm Sewer Design Services
AECOM Project No.60430562
Dear Mr. Rabe,
AECOM Technical Services, Inc. (AECOM) is requesting an amendment to the agreement dated
May 28, 2015,AECOM Proposal Number OPP-3069 for Libbey—Nicolet North Main Street Area
Detention Basin 1 Storm Sewer Design Services.
An amendment was discussed in an e-mail exchange in October 2015 for the additional
geotechnical engineering services out lined herein. Those additional services were tracked under
task 4 of the original contract.
Throughout the preparation of the final construction documents combining 16-01 Work Unit A and
Work Unit B (N. Main Street Area-Fernau Watershed) at the City's request, additional services were
required to combine the two different design projects.
After the bid opening of City Contract 16-01, the project was not awarded and re-bidding of Work
Unit B (N. Main Street Area—Fernau Watershed) occurred in March/April of 2016. All construction
documents were required to be repackaged for Work Unit B. The schedule is to re-bid Work Unit A
in the winter of 2016-2017.
Justification
AECOM provided additional out of scope services that included the following items. A more detailed
description of the services provided can be found in the Scope of Services section. The sub-tasks
identified in this Amendment were additional services provided by AECOM (e.g. task 4 is a major task
and 4.1 is a sub-task).
Task 4.1 —Additional Geotechnical Field exploration
Task 4.5—Hydrogeological Groundwater Study, Groundwater Modeling
Task 4.6—Modeling Ground Subsidence
Task 4.7—Dewatering System Design
60430562_15-18 Libbey-Nicolet Amendment 1.docx
AECOM 2
Task 6.11 —Bidding support for 16-01 Work Unit B Re-bid
Scope of Services
Task 4—Geotechnical Investigation
Our original contract included field exploration with ten (10) soil borings and two(2)temporary
wells to monitory groundwater levels. A summary of the original scope is as follows:
1. Perform geotechnical investigation and analysis for the production of construction drawings
and special conditions.
A. Perform a subsurface investigation at the site which includes:
L The drilling will be subcontracted to Professional Service Industries, Inc. (PSI)with
AECOM oversight.
H. Mobilize an ATV-mounted drill rig to the site.
a. Complete 10 soil borings.
b. Install temporary PVC standpipe monitoring wells in two (2) of the wet detention
basin borings to evaluate the long term groundwater level at the site.
■ Water levels will be measured twice per month for 4 months.
iii. Obtain representative samples to the termination depth of the borings.
iv. Observe groundwater conditions during drilling and prepare field logs documenting
drilling methods, SPT results, and groundwater observations.
V. Perform in-situ falling head hydraulic conductivity testing in the two wells to determine
the in-situ permeability of the soils below the bottom of the proposed detention basin.
vi. Abandon the borings and monitoring wells.
vii. Review and classify the retained samples in accordance with the Unified Soil
Classification System (USCS) and United States Department of Agriculture(USDA)
textural classification system.
vill. Analyze the soil and groundwater conditions encountered in the borings with respect
to the proposed storm water basin, and storm sewer construction.
B. Prepare a geotechnical report under the direction of a professional engineer registered in
the state of Wisconsin.
Task 4.1 —Additional Geotechnical Field Exploration
1. Two (2)temporary PVC standpipe monitoring wells were installed in two of the inlet channel
borings to evaluate the long term groundwater level at the site.
■ Water levels were checked twice per month for 4 months.
2. Results were incorporated into the geotechnical memorandum.
Use or disclosure of data contained on this sheet is subject to the restriction on the first page of this document
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AECOM 3
Task 4.5--Hydrogeological Groundwater Study, Groundwater Modeling
AECOM created a groundwater flow model to estimate how groundwater will interact with the
proposed wet detention basin.
1. A technical.memorandum was prepared for incorporation into the geotechnical report
describing the approach, input values, figures, and estimates for groundwater flow as
determined by the model.
Task 4.6—Modeling Ground Subsidence
The results of the groundwater flow model were imported into a hydro seep model to predict the
extent and degree of ground subsidence as a result of long term dewatering.
1. A technical memorandum was prepared for incorporation into the geotechnical report
describing the approach, input values, figures, and estimates for extent and degree of
potential subsidence as determined by the model.
2. A technical report was submitted describing the approach, input values, figures, and
estimates for ground subsidence as determined by the model.
Task 4.7—Dewatering System Design
AECOM coordinated with the WDNR to determine if a construction site dewatering permit or any
permanent permits were required. During discussions with the City, it was determined that the
contractor will be responsible for any permits.
The following tasks were completed for the design of the long term dewatering system:
1. A long term dewatering system was designed. Construction details, products, and opinion of
probable cost were provided to the City.
2. AECOM prepared special conditions to be included in the bidding documents which
described construction details, considerations, and included a measurement and payments
section.
3. Construction details in AutoCAD format were provided to the City and were included in the
bidding documents.
Task 4.8—Special Conditions,Coordination, Bidding,and Project Coordination with 16-01
Work Unit B(N. Main Street Area-Fernau Watershed)
AECOM provided special conditions creation and revisions to combine 16-01 Work Unit A and Work
Unit 6 special conditions for the February 2016 bidding. The additional services involved coordination
and meetings with AECOM staff in Middleton and Oshkosh, and the Brown and Caldwell team.
Task 6.11—Additional Bidding support for 16-01 Work Unit A and B
AECOM provided the following activities for bid of the 16-01 work unit A and B:
1. Prepared draft special conditions and associated bid documents for both work units.
2. Provided Underdrain biding documents.
3. Coordinated with City and Brown and Caldwell.
Use or disclosure of data contained on this sheat is subject to the restriction on the first gaga of this document.
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AECOM 4
Revised Budget
The project was authorized with a budget of$189,600 for services as outlined in our original
proposal dated May 18, 2015. A budget increase of$56,305.25 is requested for the additional
services summarized above.
The services provided will be performed in accordance with the 2016 Negotiated Fee Schedule and
conditions of the General Conditions of Service—City of Oshkosh,April 2009 as provided in our
original proposal number OPP-3069, dated May 18, 2015, which are expressly incorporated into,
and are an integral part of, our agreement for professional services. AECOM can begin providing
these services immediately upon receipt of the signed Amendment to Agreement Form—
Authorization (attached).
If you have any questions or need to clarify a point, please call any of the undersigned at
608-828-8122.
Sincerely yours,
. car.•-'
Theran P. Jacobson, P.E. c Paul F. Timm C fts
Project Manager Account Manager
Ivan Martysz, P.E.
Associate Vice President
Attachments:
Amendment to Agreement Form
Authorization
Cc: John Ferris, City of Oshkosh Department of Public Works, Civil Engineering Supervisor
Tracy Taylor, City of Oshkosh Department of Public Works
Use or disclosure of data contained on this sheet is subject to the restriction on the first page of this document.
K:Trojecls%0430562_Libbey-Nicolet Geotech1100-CONTRACT1110-CONTRACTS160430662_15-18 Libbey-Nicolet Amendment i.docx
AECOM
AECOM
558 North main Street,Oshkosh,WI 54901
T 920.236.6718 F 920.235.0321
Amendment to Agreement Form
Amendment No. 1
Libbey-Nicolet North Main Street Area Detention Basin 1 Storm Sewer Design Services
AECOM Project No. 60430562
City of Oshkosh Contract No. 15-18
City of Oshkosh Resolution No. 15-252
RETURN TO: AECOM Date: April 21, 2016
558 North Main Street
Oshkosh, WI 54901
Attention: Paul Timm
SUMMARY: Original Contract Amount: $189,600.00
Total Previous Amendments: $0.00
Amount this Amendment: $56,305.25
Revised Contract Amount $245,905.25
Below is a table summarizing the amendment total.
TASKS AMOUNT
4.1, 4.5, 4.6, 4.7, 4.8, and 6.11 $56,305.25
Amendment No tt Total ; $56,305.25
3C1Projects160430562_Libbey-Nicolet Geotechl100•CONTRACT1110-CONTRACTS160430562_15-18 Libbey-Nicolet Amendment 1,docx
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AECOM
AECOM
558 North Main Street,Oshkosh,lM 54901
T 920.236.6718 F 920.235.0321
Amendment to Agreement Authorization
April 21, 2016
1 hereby certify that the necessary provisions have been made to pay the liability which will accrue
under this contract.
hereby authorize AECOM to proceed with the scope of work outlined in Amendment 1 for
Additional Engineering Services related to City Contract 15-18, Libbey—Nicolet North Main Street
Area Detention Basin 1 Storm Sewer Design Services, AECOM Project No. 60430562, City
Resolution Number 15-252 with a revised budget authorization of$245,905.25 under the general
terms and conditions specified in the proposal.
Signature Date T
Mark A Rohloff
Print Name
City Manager
Title/Organization
_
Signature Date
Pamela R. Ubrig;
Print Name
City Clerk
Title/Or anization
Z
a 61
Si nat re Date
Lynn A. Lorenson;
Print Name
City Attorney
Title/Organization
+a7. �
ignature Date
Trena Larson
Print Name
Director of Finance
Title/Organization
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