HomeMy WebLinkAboutRESOLUTION - 59-93 - 10/12/1993 - AGRMT/TRITON CONSULTING ENGINEERS RESOLUTION NO. 59-93
A RESOLUTION AUTHORIZING THE VILLAGE PRESIDENT AND
VILLAGE CLERK TO EXECUTE AN AGREEMENT BETWEEN THE
VILLAGE OF ELK GROVE VILLAGE AND TRITON CONSULTING
ENGINEERS, LTD. (JOHN F. KENNEDY/ELK GROVE BLVD)
NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees
of the Village of Elk Grove Village, Counties of Cook and DuPage, State of
Illinois as follows:
Section 1: That the Village President be and is hereby authorized to
sign the attached documents marked:
"AGREEMENT FOR CONSULTANT SERVICES
BETWEEN THE VILLAGE OF ELK GROVE VILLAGE
AND TRITON CONSULTING ENGINEERS, LTD."
said agreement to retain Triton Consulting Engineers to provide design
services in accordance with their proposal dated September 9, 1993 and
supplemental proposal dated September 23, 1993 at a cost plus fixed fee not
to exceed $58,941.00 a copy of which is attached hereto and made a part
hereof as if fully set forth and the Village Clerk is authorized to attest
said documents upon the signature of the Village President.
Section 2: That this Resolution shall be in full force and effect
from and after its passage and approval according to law.
PASSED this 12th day of October , 1993.
APPROVED this 12th day of October , 1993.
Dennis J . Gallitano
Village President
ATTEST:
Patricia S. Smith
Village Clerk
AGREEMENT FOR CONSULTANT SERVICES
between the
VILLAGE OF ELK GROVE VILLAGE
and
TRITON CONSULTING ENGINEERS, LTD.
DESCRIPTION
Improvements to John F. Kennedy/Rev. Morrison Boulevard from
Arlington Heights Road to Elk Grove Boulevard, and Elk Grove
Boulevard from Arlington Heights Road to Tonne Road, a distance
of approximately 8650 lineal feet, in the Village of Elk Grove
Village, Cook County, Illinois .
AGREEMENT FOR CONSULTANT SERVICES
Route: John F. Kennedy/Rev. Morrison Boulevard
Arlington Heights Road to Elk Grove Boulevard
Elk Grove Boulevard
Arlington Heights Road to Tonne Road
County: Cook
This is an AGREEMENT between the VILLAGE OF ELK GROVE VILLAGE,
COOK COUNTY, acting through its President and/or Village Board,
hereinafter referred to as the "VILLAGE" , and Triton Consulting
Engineers, Ltd. , 830 North Meacham Road, Schaumburg, Illinois
60173 , a firm of consulting engineers, hereinafter referred to as
the "CONSULTANT" .
The VILLAGE proposes to engage the CONSULTANT to furnish certain
professional services in connection with the preparation of"
Design Plans in connection with the proposed improvement of John
F. Kennedy Boulevard from Arlington Heights Road to Elk Grove
Boulevard, and Elk Grove Boulevard from Arlington Heights Road to
Tonne Road, a distance of approximately 8650 lineal feet in the
Village of Elk Grove Village, Cook County, Illinois, which work
is hereinafter referred to as the "PROJECT" .
The CONSULTANT, in signing this AGREEMENT, certifies that he
(she) has no financial or other interests in the outcome of this
project .
1
Under penalties of perjury, the CONSULTANT certifies that
36-3595778 is their correct Federal Taxpayer Identification
Number and they are doing business as a Corporation.
In consideration of these premises, the parties hereto agree as
set forth in these following pages numbers 3 through 5,
inclusive.
October
" This AGREEMENT executed this 12th day of ,
1993 .
ATTEST: VILLAGE OF ELK GROVE VILLAGE
By: Patricia S. Smith - By: Dennis S. Gallitano
Title: Village Clerk Title: President
ATTEST: TRITON CONSULTING ENGINEERS, LTD.
By: �� ` By:
Title: Vice President Title: President
2
1. SCOPE OF WORK The CONSULTANT agrees to provide professional
services as described in Exhibit D, Proposal to Furnish
Professional Engineering Services, attached hereto and made
part of this AGREEMENT:
1 .1 The CONSULTANT will provide a complete field survey,
including topography, cross sections, utilities and
drainage.
1.2 The CONSULTANT will prepare Contract Plans,
Specifications, and Engineer' s Estimate of Construction
Cost for the project .
1 .3 The CONSULTANT shall contact the utility companies and
coordinate the required utility adjustments . The
design and plans for utility adjustments will be
prepared by the respective utility company.
1 .4 The CONSULTANT shall furnish the VILLAGE, the following
documents, plans and copies thereof :
a) Preliminary Design Studies : 4 copies
b) Prefinal Contract Plans and Documents : 4 sets of
prints
c) Final Contract Plans : Reproducible and 20 sets of
prints
d) Special Provisions : Original and 20 copies
e) Estimate of Time : Original
f) Estimate of Cost : Original with prices and 1 copy
without prices typed on forms (8 1/2" x 11" )
3
2 . The VILLAGE agrees to furnish the following items :
All presently available survey data, adjacent development
plans, standard specifications and details adopted by the
VILLAGE, and other available data useful to the work being
done by the CONSULTANT.
3 . Prosect Schedule
The CONSULTANT shall commence work on the preparation of
preliminary design studies, contract plans and documents
within five (5) calendar days after date of authority to
proceed. The work will be completed and delivered to the
VILLAGE within the following period:
Contract Plans and Documents -
150 calendar days after notice to proceed.
4 . Prime Compensation
4 . 1 Design and preparation of contract plans and documents :
Subject to an Upper Limit of Total compensation of
$58, 941, including the Fixed Fee, the CONSULTANT shall
receive as full payment for completing the design work
required of him under this AGREEMENT, reimbursement of
his eligible actual costs plus a Fixed Fee of $6, 875 .
The maximum retainage for the PROJECT shall be $1, 768 .
The attached Exhibits A, B, C and D are made part of
this AGREEMENT.
4
4 . 2 The prime compensation may be increased or decreased by
subsequent agreement between the contractual and
approving parties if there is a major change in the
scope, character or complexity of the work. Prime -
Compensation and Specific Rates for Extra Work may by
adjusted if the duration of the work in any phase
extends more than six months beyond the date of
completion, anticipated for March, 1994 , due to no
fault of the CONSULTANT.
4 .3 In all instances where the VILLAGE shall request
specific services of the CONSULTANT, the CONSULTANT
prior to commitment shall indicate to the VILLAGE
whether the work shall be considered "extra work" .
When requested by the VILLAGE, the CONSULTANT shall
prepare and submit a cost estimate for such extra work.
In the event the CONSULTANT, upon written order from
the VILLAGE, is required to perform Extra Work, he
shall, in addition to the Prime Compensation, receive
payment for such Extra Work on the following basis :
Subject to a pre-agreed Upper Limit of Compensation and
Net Fee for each item of Extra Work, the CONSULTANT
shall be paid in the same manner and amounts as
previously described in Section 4 . 1.
5
EXHIBIT A
HOURLY RATE RANGE
CONSULTANT' S• REGULAR STAFF
CLASSIFICATION FROM TO
Principal-In-Charge $28 . 85 $58 . 64
Project Manager $19 . 00 $45 . 00
Project Engineer $17 . 00 $33 . 00
Design Engineer $15 . 00 $19 . 30
Junior Engineer $12 . 00 $15 . 80
Senior Draftsman/Technician $10 . 75 $16 . 50
Senior Engineer Technician $11 . 20 $17 . 00
Engineer Technician/Draftsman $ 9 . 60 $15 . 80
Assoc. Engineer Tech/Draftsman $ 6 .20 $10 . 75
Steno, Clerical & W.P. $ 8 . 00 $12 . 70
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AVERAGE HOURLY PROJECT RATES
EXHIBIT B
ROUTE J.F.KENNEDY/FLKGROVE BOULEVARD Sheet 2 of 2
PROJECT ROADWAY IMPROVEMENTS
SECTION
COUNTY COOK DATE SEPTEMBER 27,1993
JOB NO.
ITEM 1 ITEM 2 ITEM 3 ITEM 4
AVG PROJECT FIELD PRELIMINARY PREFINAL CONTRACT
PAYROLL HOURLY COORDINATION SURVEY DESIGN STUDIES PLANS
CLASSIFICATION RATES % WGTD n WGTD n WGTD % WGTD
HOURS PART. RATE HOURS PART. RATE HOURS PART. RATE HOURS PART. RATE
Principal in Charge 45.00 21 8.3 $3.75 2 0.91 $0.40 81 5.1 $2.31 8 1.5 $0.65
Project Manager 20.38 41 16.71 $3.40 6 2.71 $0.55 241 15.4 $3.131 56 10.1 $2.07.
Chief Structural Engineer 32.00 01 0.01 $0.00 0 0.0 $D.00 0 0.0 $0.00 0 0.0 $0.00
Project Engineer 19.18 41 16.7 $3.20 4 1.81 $0.34 26 16.7 $3.2090 16.3 $3.13
Design Engineer 17.08 0 0.0 $0.00 0 0.0 $0.00-I ,34 21.8 $3.72 98 17.8
Junior Engineer 15.34 6 25.01 $3.84 0 0.01 $0.00 16 10.3 $1.571 76 13.81 $2.201
Survey Crew Chief 15.95 0 0.0 $0.00 108 48.2 $7.69 0 0.0 $0.00 0 0.0 $0.00
Senior Technician/Drafter 14.80 0 0.0 $0.00 104 46.4 $6.87 24 15.4 $2.28 102 18.5 $2.43.
Engineering Technician 13.14 8 33.3 $4.38 0 0.01 $0.00 16 10.3 $1.35 90 16.3 $1.901
Word Processor/Clerical 11.65 0 0.0 $0.00 0 0.0 $0.00 8 5.1 $0.60 32 5.8 $0.681
TOTALS 1 241 100.01 $18.56 224 100.01 $15.85 1561 100.0 $18.161 552 100.01 $15.77
ITEM 5 ITEM 6 ITEM 7 ITEM 8
AVG FINAL CONTRACT SOILS INVESTIGATION ENCLOSED DRAINAGE TRAFFIC SIGNAL
PAYROLL HOURLY PLANS SYSTEM MODERNIZATION
CLASSIFICATION RATES % W
n WGTD % WGTD 1 % WGTD 1
HOURS PART. RATE HOURS PART. RATE HOURS PART. RATE HOURS PART. RATE
PrincipW in Charge 45.001 2 1.7 $0.75 0 0,01 $0.00 0 0.01 $0.001 2 1.9 $0.831
Project Manager 20.38 8 6.71 $1.36 2 33.31 $6.79 10 20.8 $4.251 4 3.7 $0.75
Chief Structural Engineer 32.00 0 0.0 $0.00 0 0.0 $0.001 0 0.0 $0.00 0 0.0 $0.00
' tEn ineer 19.18 18 15.0 $2.88 4 66.7 $12.79 2 4.2 $0.80 12 11.1 $
2,13
MDesi n En ineer 17.08 261 21.7 $3.70 0 0.0 $0.001 12 25.01 $4.271 18 16.7 $2.85
Junior Engineer 15.34 16 13.3 $2.041 0 0.0 $0.00 0 0.0 $0.00 1 20 18.5 $2.841
Survey CrewChief 15.95 0 0.0 $0.001 0 0.0 $0.001 0 0.0 $0.00 0 *17.6
$0.00
Senior I echnician/Drafter 14.80 20 16.7 $2.47 0 0.0 $0.001 12 25.0 $3.701 17 $2.331
Engineering Technician -13.14 -14 11.7 $1.53 0 0.0 $0.00 12 25.0 $3.291 19 $2.31
Word Processor/Clerical 11.65 16 13.3 $1.55 0 0.0 $0.00 0 0.0 $0.001 16 14.81 5A 73
TOTALS 120 100-01 $16.281 100.0 $19.58 481 100.0 $16.30 1081 100.01 $15.77
PROPOSAL TO PROVIDE
PROFESSIONAL ENGINEERING SERVICES FOR THE
JOHN F. KENNEDY/
ELK GROVE BOULEVARD
ROADWAY IMPROVEMENTS
PRESENTED TO:
VIL ArF
OF
Village of Elk Grove Village
SUBMITTED BY:
TRITON CONSULTING ENGINEERS, LTD.
630 NORTH MEACHAM ROAD • SCHAUMBURG, ILLINOIS 60173-4922
I . DESCRIPTION OF FIRM
The principals of Triton Consulting Engineers, Ltd.
represent over sixty years of experience as professional
consulting engineers in the field of municipal, urban
transportation, and various other civil engineering
disciplines . Engineering services performed by the firm
include complete transportation studies; pedestrian and
parking investigations; traffic impact studies ; design and
land acquisition surveys; storm water drainage and
hydraulic design; utility systems design; pavement analysis
and design; traffic signal and lighting design; structural
design; and construction layout, inspection and material
testing.
It is our practice to maintain a close liaison with our
clients during the course of the project . We feel a close
work relationship with our client together with a thorough
understanding of the project will expedite the successful
completion of the proposed improvement .
The firm has a staff of 25 individuals which include
registered professional engineers, registered structural
engineers, surveyors, design engineers, technicians, and
draftsmen. The offices for Triton Consulting Engineers,
Ltd. are located at 830 North Meacham Road in Schaumburg,
Illinois .
-1-
II . EXPERIENCE OF FIRM
The staff of Triton Consulting Engineers, Ltd. has
extensive experience in providing each of the following
three engineering phases for municipalities : development
of design studies and planning reports (Phase I) ;
preparation of contract plans, specifications and documents
(Phase II) ; and construction engineering and resident
inspection (Phase III) .
We provide our clients with comprehensive engineering
services based on our experience in the following areas :
• Roadway Design Railroad Engineering
Construction Services • Structural Engineering
Environmental Studies • Surveying
• Hydraulics and Hydrology Transit Facilities
• Bridge Design . Transportation Planning
Permit Preparation Traffic Signalization
• Right-of-Way Acquisition Traffic Studies
• Roadway Lighting Utility Systems
Our staff has successfully completed numerous Phase I
design studies including alignment and cross section
alternative analysis; traffic volume studies ; and
presentation of project studies to the public through
public informational meetings and formal public hearings .
-2-
Our staff has developed Phase II contract plans,
specifications and documents for various street and highway
projects similar to the J.F. Kennedy/Elk Grove Boulevard
project . These projects have included pavement widening
and resurfacing; pavement reconstruction; hydraulic and
structural design; watermain and storm sewer design;
lighting design; right-of-way acquisition; pavement
marking; signing; and landscaping . Our staff has also
assisted municipalities in the coordination of contract
bidding and awarding of projects .
Triton Consulting Engineers, Ltd. has qualified staff
available to perform construction engineering and resident
inspection services (Phase III) for the project .
Construction services include construction staking and
layout, resident inspection, documentation, quantity
measurements and record keeping.
We are prequalified by the Illinois Department of
Transportation to provide the engineering services required
for this project and have included our IDOT approved
overhead and burden rates in Appendix A. We have included
in Appendix A a detailed description of similar projects
completed in the last three years along with a list of
client references .
-3-
III . PROJECT STAFF
We feel that the timely and successful completion of an
engineering assignment is 'dependent upon the continuity of
our design staff and their familiarity with the project
requirements . We propose the following staff assignments
for this project :
Principal-In-Charge - Vito P . Sammarco, P.E.
Project Manager - Charles J. Stenzel, P.E .
Project Engineer - Dana L. Milne
Design Engineer - Daniel J. Loftus
Surveyor - Jeffrey Conrad
Mr. Sammarco has extensive experience in F.A.U.S . , IDOT and
municipal improvements in the northwest suburban area.. He
has directed the preparation of feasibility studies,
project reports and contract plans .
Mr. Stenzel was selected as Project Manger based on his
experience on municipal transportation projects and his
past involvement on similar roadway, intersection, and
utility projects . He is familiar with the policies and
standards of the Village and has designed and coordinated
other roadway improvements similar to the J. F. Kennedy/Elk
Grove Boulevard corridor improvements .
-4-
Ms . Milne was selected as project Engineer based on her
experience in all phases of State, County, and municipal
engineering improvements • Ms . Milne has been responsible
for the preparation of numerous project reports and
contract plans and is familiar with current design policies
and procedures . Ms . Milne has conducted public meetings as
well as Village Board presentations .
Mr. Loftus would serve as Design Engineer for the project .
He has knowledge in the preparation of Phase I and II
engineering for State and municipal projects including
roadway reconstruction, hydraulic analysis, drainage,
detention and right-of-way.
Resumes for key personnel proposed for assignment to the
project are included in Appendix B . our current staff
guarantees sufficient personnel for assignment to the
project ensuring the timely completion of the project .
Testing Service Corporation would be subcontracted to
perform pavement cores if requested by the Village .
-5-
IV. PROJECT APPROACH
The staff of Triton Consulting Engineers, Ltd. has
extensive experience in the planning, design, and
construction assistance for roadway improvements . We feel
the timely and successful completion of the proposed
improvement may be achieved through the proper coordination
of the project with the Village, residents of the area, and
other impacted agencies . We will ensure the necessary
project coordination through overseeing all aspects of the
project administration in addition to the detailed design
engineering services for the various project phases .
We have reviewed the Request for Proposal dated August 17,
1993 ; met with the Village on August 27, 1993 ; and have
investigated the site of the roadway improvements . The
proposal includes engineering services for the preparation
of contract plans, specifications, bid documents,
construction estimate of costs, and associated permit
documentation for the John F . Kennedy/Rev. Morrison
Boulevard, corridor from Arlington Heights Road to Elk
Grove Boulevard and the Elk Grove Boulevard corridor from
Arlington Heights Road to Tonne Road. The total project
length is approximately 8, 650 lineal feet .
-6-
SCOPE OF ENGINEERING SERVICES
1 . Project Coordination and Data Collection
Preliminary conference with Village staff to discuss
goals and objectives of the project as well as establish
schedule for completion.
- Obtain available data from the village including utility
atlases, aerial mapping, recent drainage improvements
and permit information.
- Perform peak hour and/or pedestrian traffic counts at
the following intersections to determine the requirement
for traffic control measures :
- John F. Kennedy Boulevard and Brantwood Avenue
- Rev. Morrison Boulevard and Elk Grove Boulevard
- Arlington Heights Road and Elk Grove Boulevard
- Elk Grove Boulevard and Ridge Avenue
- Elk Grove Boulevard and Tonne Avenue
- Meet with Village Staff to review comments on the
preliminary design studies, final plans, and final
contract documents .
2 . Field Survey
- Obtain local field survey data
- Perform field survey to identify existing conditions
including topography, cross sections, driveways, right-
of-way and drainage .
- Plot design survey at 1" = 50' scale.
3 . Soils Investigation (as required)
Conduct soils investigations to identify pavement
condition, soils stability, and subgrade conditions .
Pavement cores would be reviewed to identify pavement
replacement requirements .
- Prepare soil investigation report to identify subsurface
needs, pavement replacement limits, and pavement design
requirements .
-7-
4 . Preliminary Design Studies
- Develop proposed roadway profiles and horizontal
alignment and typical section for the project with
respect to geometric modifications, drainage, and
driveway grades .
- Prepare supplemental data for the Illinois Department of
Transportation/Division of Water Resources (IDOT/DOWR)
permit submitted for the Rev. Morrison Boulevard and Elk
Grove Boulevard median drainage ditch enclosure project .
- Evaluate traffic data to determine the need for
intersection traffic control measures including traffic
signs, traffic signals, and pedestrian crosswalks .
- Analyze construction staging and maintenance of traffic
to minimize local impacts and ensure construction
safety.
- Perform analysis of existing drainage patterns, to
identify storm sewer replacement needs to provide
storage for the change in impervious area created by
widening the routes .
- Review and discuss the results of the preliminary design
studies with the Village.
5 . Public Meetings (as required)
Prepare exhibits for Village Board or public meeting.
Presentation of preferred improvement plan to Village
Board and/or the area residents .
6 . Preparation of Contract Plans and Documents
It is anticipated that the following sheets will be
included in the contract plans :
Description
a . Title Sheet 1
b . Index of Sheets/Plan Notes 1
C . Summary of Quantities 1
d. General Plan and Alignment 1
e . Typical Sections and Details 1
f . construction Staging Details 4
g. Roadway Plan and Profile 7
h. Drainage and Utilities 5
i . Landscaping, Signing & Striping 3
j . Cross Sections 10
TOTAL 34
-8-
Prepare summary of quantities and estimate of
construction cost based on current unit price data.
Prepare bidding documents and special provisions based
on Village standards . IDOT and Village highway and
utility standard drawings will be included in special
provisions .
7 . Preparation of Final Contract Documents and Bidding
Assistance
- Based on comments received from the Village, preparation
of final contract plans, specifications and documents .
Provide 20 sets of final contract plans and documents to
the Village for bidding purpose .
Prepare bid tabulations, perform reference checks, and
make recommendation of selected bidder.
S . Enclosed Drainage System
Perform analysis of existing drainage patterns along Elk
Grove Boulevard from Arlington Heights Road to Rev.
Morrison Boulevard to determine storage in existing
ditch system.
- Design enclosed storm sewer system to replace the
existing paved ditch drainage system.
- Identify trees to be transplanted due to the enclosure
of the ditch system.
- Incorporate the drainage design in the contract plans
for the project .
9 . Traffic Signal Modernization
Prepare temporary signal plan, permanent signal plan,
cable plan, sequence of operations, summary of
quantities and contract specifications for the
modernization of the Elk Grove Boulevard/Arlington
Heights Road traffic signal .
Investigate need for pedestrian signals for Elk Grove
Boulevard at the Arlington Heights Road intersection.
-9-
Incorporate traffic signal plans and specifications into
the contract plans and documents ..
Prepare final contract plans and documents based on
comments received from the Village and the Cook County
Highway Department .
Assist the Village in obtaining the necessary permits
for the traffic signal work from the Cook County Highway
Department and the Cook County Forest Preserve District .
Assist the Village in obtaining funding participation
for the traffic signal improvements from the Cook County
Highway Department .
-10-
V. PROJECT SCHEDULE AND BUDGET
Triton Consulting Engineers, Ltd. has the experience and
manpower required to efficiently complete the project to
meet the Village' s schedule . Based on a September 20, 1993
Notice to Proceed, the schedule provides .for the completion
of Preliminary Design by November 15 , 1993 , and Final
Design by February 15 , 1994 . This will provide for a
contract letting in March of 1994 . A project schedule is
included in Appendix D.
The estimated manhours to complete the engineering services
as herein outlined are 1238 manhours . We propose to
perform the necessary professional consulting engineering
services for the project on a cost plus fixed fee basis
with an upper limit of compensation of $58, 941 . The
details of the manhour estimate and fee determination are
shown in Appendix D.
The following design services would be considered extra
work, per our discussions with the Village, and have not
been included in the Cost Estimate for Consultant Services :
1 . Public Meeting
(based on one public or Village Board Meeting)
54 manhours $2 , 398 Fee Basis
-11-
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Subsurface Exploration
Geotechnical Engineering
Construction Materials Engineering&Testing
Environmental Engineering
Geosciences& HydrogeoloDlc Studies
TESTING SERVICE CORPORATION Mcnuonng Weils
Carol Stream, Illinois
September 24, 1993
Ms. Dana Spejewski
Triton Consulting Engineers
830 N. Meacham Road
Schaumburg, Illinois 60173
RE: P. N. 11,586
J. F. KENNEDY AND
ELK GROVE BOULEVARD
ROADWAY IMPROVEMENT
Elk Grove Village, Illinois
Dear Ms. Spejewski:
Per your request, Testing Service Corporation (TSC) is pleased to submit this proposal to provide
Czeotechnical Engineering Services for the roadway improvements to John F. Kennedy and Elk Grove
Boulevards in Elk Grove Village, Illinois. The broad objectives of our work will be to determine
pavement and soil conditions at the site and develop information to guide design and construction of
these improvements.
The total length of roadway improvements is to be about 8,650 lineal feet. This work will include
resurfacing and widening John F. Kennedy/Rev. Morrison Boulevard from Arlington Heights Road to
Elk Grave Boulevard. Approximately 4 feet of pavement widening will take place for the eastbound
and westbound lanes within the center median area. Storm sewer improvements will be required at
some locations to provide additional storage for runoff.
The existing pavement of Elk Grove Boulevard will be resurfaced forthe length of the project extending
from Arlington Heights Road to Tonne Road. Approximately 4 to 6 feet of pavement widening will
occur along the interior median along with shallow storm sewer improvements from Arlington Heights
Road to Rev. Morrison Boulevard. About 4 feet of pavement widening will occur along the exterior
parkway from Rev. Morrison Boulevard to Victoria Lane. No pavement widening is to take place east
of Victoria Lane.
CAROL S7REA6i IL 60188-2492 CARY.11-190013-2978 GURNEE,IL e0031.5914 TINLEY PARK,IL 60477.1755
457 E.3UNOERSEN DRIVE 206 CLEVELAND STREET - UNIT 401 RIVERSIDE DRIVE • UNIT 10 16846 S.OAK PARK AVENUE
:7Ce1 653.3920 1708)516-0505 (708)2419.9040 (708)'20-2080
FAX 17M 653.2726 FAX(700)516.0527 FAX 1708)249-6042 FAX(708142921"
TRITON CONSULTING ENGINEERS
P. N. 11,586 - September 24, 1993
On August 26, 1993, a site trip was made to observe field conditions and determine the equipment
necessary to perform the boring and sampling work. It was noted that construction is taking place
along the interior median of Rev. Morrison Boulevard and Elk Grove Boulevard for the placement of
a large culvert. The construction has closed off a significant portion of the roadway with frequent spoil
piles, barricades and other obstructions along the roadways. It will be required to perform the
Geotechnical Study for this project after the culvert construction operations are completed and the site
Is returned to normal.
Your Geotechnical Engineering Study will be performed under the general supervision and review of
Mr. Charles C. Luther, P.E., Mr. Michael V. Machalinski, P.E. or Dr. Lawrence A. DuBose, P.E., S.E.
They are each graduate Civil Engineers, having at least fifteen years of experience in Geotechnical
Engineering with most of their work being in northeast Illinois.
The proposed scope of work is to include soil borings for ail areas of pavement widening. Three (3)
borings are proposed along the interior median of J. F. Kennedy Boulevard, each to be extended to
a minimum depth of 10 feet for sewer improvements. Twelve (12) borings are proposed along the
interior median or exterior parkway of Elk Grove Boulevard, to be extended to a minimum depth of 5
feet. Illinois Bearing Ratio tests will be performed on representative subgrade samples from J. F.
Kennedy Boulevard and from Elk Grove Boulevard.
The site reconnaissance indicates the existing pavements for this project are generally in poor to fair
condition. Indications are that the pavement consists of bituminous concrete over aggregate base
course. Our cost proposal includes fourteen (14) pavement cores to determine the pavement
composition throughout the limits of this project. The 4" diameter cores are to be taken of the
pavement and base course materials. No subgrade sampling is to take place at the core locations.
The borings and cores will be located in the field using taping procedures based on your site plan.
This information along with site observations made by technicians will be included in the Geotechnical
Report. Utility clearances will be obtained prior to the start of drilling by contacting JULIE (Joint Utility
Locating Information for Excavation), local municipalities and associated agencies.
Soil samples will be obtained by auger methods at maximum 2 foot intervals for the full depth of the
borings. Representative portions of all samples will be sealed, packaged and transported to our
laboratory. Groundwater observations will also be made during drilling.
-2-
TRITON CONSULTING ENGINEERS
P. N. 11,586 - September 24, 1993
Ali boring samples will be examined by an experienced laboratory soils technician, to verify field
descriptions and classify in accordance with the AASHTO Soil Classification System, Laboratory
testing will include moisture content and estimates of unconfined compressive strength by pocket
penetrometer methods. Other tests deemed necessary by our Project Engineer may also be
performed.
Field and laboratory test data will be summarized in an engineering report, to include a boring location
plan as well as individual boring logs. The report will address anticipated soil and groundwater
conditions impacting the roadway improvements, based upon the information obtained from the
borings. It will also provide specific recommendations to guide treatment of unstable or unsuitable soil
types.
Our cost proposal follows, further defining the detailed scope of work.
ITEM I PROVIDE TECHNICIANS TO MARK BORING LOCATIONS
Estimate 8.0 Hours for Two-Person Crew @ $85.00 per Hour: $ 680.00
ITEM II ARRANGE FOR CLEARANCE OF UNDERGROUND UTILITIES
Estimate 2.0 Hours @ $45.00 per Hour: $ 90.00
ITEM III MOBILIZATION AND DEMOBILIZATION OF DRILL RIG
AND CREW
A. Drill Mounted on Truck
Estimate 1 Drill @ $225.00 Each: $ 225.00
B. Drill Mounted on All-Terrain Vehicle
Estimate -0- Drills @ $275.00 Each: $ 0.00
ITEM IV ADVANCE BORE HOLES BY SOLID AUGER METHODS
Estimate 90.0 Feet @ $6.50 per Lineal Foot: $ 585.00
-3-
TRITON CONSULTING ENGINEERa
P. N. 11,586 - September 24, 1993
ITEM V TAKE SOIL SAMPLES
A. By Split Spoon Procedure (ASTM D 1586-84)
Estimate -0- Samples @ $8.50 per Sample: $ 0.00
B. By Auger Methods
Estimate 54 Samples @ $4.50 per Sample: $ 243.00
C. Bulk Samples for IBR Test
Estimate 2 Samples @ $40.00 per Sample: $ 60.00
ITEM VI OBTAIN CORES OF PAVEMENT AND BASE COURSE
A. Coring Crew and Equipment
Estimate 12.0 Hours @ $77.50 per Hour: $ 930.00
B. Bit Wear- Asphalt or Stabilized Base Course
Estimate 56 Inches @ $2.50 per Inch: $ 134.40
C. Bit Wear - P.C. Concrete
Estimate -0- Inches @ $3.40 per Inch: $ 0.00
ITEM VII TRAFFIC CONTROL
A, TSC Pickup with Arrowboard
Estimate 3 Days @ $80.00 per Day: $ 240.00
S. Flagman
Estimate -0- Hours @ $30.00 per Hour: $ 0.00
ITEM Vlll LA80RATORYTESTING
A. Examine samples and classify by both a Textural
System and the AASHTO Classification System.
Estimate 54 Samples @ $2.25 per Sample: $ 121.50
-4-
TRITON CONSULTING ENGINEERS
P. N. 11,586 - September 24, 1993
B. Water Content Determinations for Organic and .
Cohesive Samples
Estimate 54 Samples @ $4.50 per Sample: $ 243.00
The above testing will Include pocket penetrometer
measurements of the unconfined compressive strength
for all inorganic clay samples.
C. Illinois Bearing Ratio (includes Standard Proctor,
Atterberg Limits and Grain Size Analysis.)
Estimate 2 Samples @ $375.00 per Sample: $ 750.00
D. Sieve Analysis of Aggregate Base Course
Estimate -0- Samples @ $40.00 per Sample: $ 0.00
E. Technician to Measure and Describe Core Samples
Estimate 2.0 Hours Q $30.00 per Sample: $ 60.00
ITEM IX PROJECT ADMINISTRATION AND PREPARATION OF
GEOTECHNICAL REPORT INCLUDING BORING LOGS
It is our understanding soil profile sheets will
not be required.
A. Geotechnical Engineer
Estimate 14.0 Hours @ $70.00 per Hour: $ 980.00
B. Secretary
Estimate 4.5 Hours @ $28.00 per Hour: $ 126.00
C. Draftsman
Estimate 3.0 Hours @ $40.00 per Hour: $ 120.00
ESTIMATED TOTAL $ 5,607.90
RECOMMENDED BUDGET $ 5,900.00
-5-
TRITON CONSUI-TING ENGINEERS
P. N. 11,586 - September 24, 1993
For the boring and testing program outlined above, a not-to-exceed budget of five thousand nine-
hundred dollars ($5,900.00) is recommended. Our invoice will be based on the unit charges given and
the attached General Conditions,which are incorporated into and made a part of this proposal for your
acceptance. This proposal is not applicable after December 31, 1993. Sample certificates of
insurance are attached.
Should unusual soil conditions be encountered in the field that indicate the desirability of significantly
broadening the scope of the investigation, we will contact you before proceeding with any additlonal
work. It should be noted that our estimated cost does not include plan review or earthwork and
pavement construction observations during the construction phase of the project, However, plan
review and construction observation and testing costs should be included In the project budget. After
the final report is delivered, any consuitation, pre-construction meetings or other professional services
will be covered by a separate Invoice.
TSC's geotechnical engineering work will not include services required to evaluate the likelihood of
the site being contaminated by hazardous materials or other pollutants. Should an environmental
study be desired by you, please contact the undersigned for a proposal.
Testing Service Corporation (TSC) is an independent professional firm offering services in the following
fields: Geotechnical Engineering; Environmental Services; Construction Materials Engineering, Testing
and Observation; and Subsurface Drilling and Sampling. Our company has been active in northeast
Illinois for over thirty-five years. We currently provide services from four local offices and have a staff
of over 160 people.
-6-
TRITON CONSULTING ENGINEERS
P. N. 11,566 - September 24, 1993
Thank you for the opportunity to submit this proposal. If this proposal meets with your approval,
please so indicate your acceptance by signing one copy and returning It to our Carol Stream, Illinois
office.
Respectfully submitted,
TESTING SERVICE CORPORATION Prepared by: ,s
ich V. fnski, P.E. Mark L. Corbin, P.E.
Vice resident
MVM;MLC:js
Approved and accepted for / / /D/-) [�0/�1✓��i r y ��/j;PC/� Ly� by;
(NAME)
(TITLE)
(DATE)
-7-
GEOTECHNICAL AND COK 'RUCTION SERVICES
TESTING SERVICE CORPORATION
a a "
1. PARTIES AND SCOPE OF WORN"Thus a9reemet' comma of Tenant;Sena Corphandan6 H.TERMINATION:TMS Agreement may be taminaba A'ntNn party upon wen day 6 Drbr wrmm no-
('TX')DnDWa.TSC'SSChedlp of Nes End Sen'Idn.Clams wenn ugg"I' iCe thtWL 09CSDttd DY too,In the cont of ems .TSC shall 0 campeneMq by Went for al pinholes nnOmwa uo to and
TSC.and these Cnnwd COriddi s.The umd damned n these General Condrona ars intended to pre, indpdng the termath n poi IrogOng rdm0urelDfe aodm.
vent aver any lnmpgsg terms in tela atirnmeM.'Cheri°falls,to to person or mull adeng tire wham
t0 b dons In pMnsdrd IVV TO be TWWW Oy TSC JWW Ymere 6WICtlan'a Ndmory.adorn
won or professional servers are Barred to w"Un on'hereat.n del b ardanp pa somas on CO. 12.WARARM.TSCA pnMAma services wil be Derdtmld,hs Charge Warren traits rnig is pre
hall Of admen,C6bn reaanlin ad Warrants that Client b me duty allmon ow igen of sad party far the pand in tmwom won aha e9lNnana ad want worst$sarolW OmCgas"PnCnetl L,OSnCtm-
ouMse d Onenng and de2cnlg=0 sen cgs.And In such Case the hum"dYM'hall tad include all 119 its PWUSWW lervde4 TSC whI u00 that onme Of sae and sae onanann na6eed under ermaa
Dnntlpal fa whom the strikes are COn9 Dlrfdnad.Prices pooled and charged by TSC for its wwaa CaalrrafYlttS by Members at dA Wollaston.In perlarmno phyto"wad in Pursue of IIS ades6bha'sct.
are Pfaddaved on the condtdns eq the MOtalom of INS and ONO2601111 adresuo In mm WNW odea TSC WE use that aepres of Cee and god ordmnry,used under smaa artumauncn.The warranty
Conditions unless omenwa soba n wanner,ahem aawmes em reso SNAy for Oatemanng www R In aq 01 41 dna werrallW a reatnntiOane,nmdr salon ar nmpbed.Stalemenls mase in TSC n.
tire auanny and she wwte at the services atbered IN dant tee a0epaae and Amoam fa clank n" pate as ooea0m band upon anpmomp mvirlym ane M not 10 L Cmflrse0 a reartsammons a
landed purycee.Clem sMa ComnunCMe these Go- Galdtun d oda will M"two pay ro n metras httold`.�1•
Whom me Cheany span Marled by TSC.Lens Otherawe onfors"tesulod n wMag, J WY T5G OF MA OR AS tR¢gyles De iWrd 10 nae hero mgpgem in perbrmig pre eapple ser sphir"S
TSC sad have ro day to any third Darty ad In no event Snail TSC have any Only an obllpabm than mon ad par"a!contract.Of IO hon rfreat ant binClad airy aaoa 0!InmheO WlRill lap(aeanucontract.i.LLMC
dulls No obligations EadCS9fy per fOnn n dye assonant.Ordering Sena,hon TSC Shut DuMI N'
at ZWA m TX'5 CFO"ad then Gehetal Comttl m in cerin"through Gem and n pMpn clamng to nm in any way field pool TSCS sonata a wart
Was Mat the magman aggnga a amus at camones ka wn"TSC.as OMM.MM""ad Mi int
2.TESTS AND INSFEGTTONS:CEO Nal mu of oats aro aap6ClgnS at theerne.mannas and work "10012W n haled ro225.00050 a bN total amours Of IN tae pap to TSC for its lerwns"Pred
to be artery aha progeny DwdMr101 n BCCdV81Ke North ME plans.tpCgflCiWM1c.COnlr3Ci doW mgta, Ift rnasa:i 1,In prpNot want"rer annnlnt n follow
ars TSC6 mCam 031anS No ClaMd N W.damage Or niury"be orapm tgam TSC Mum as In the"rent Chem is dr ywin;a unable to that Ine damages for wrath T50 nm be Let in:ccordann
less and nsceadm have bean ser parlormq ant uness TSC'S reconrnenWrtorn lVve loin tdlgwed. North IN adages an loan In aha precti na Corruption.upon wmien Imes of aural ncewed Often we
drys OI mints mpulel of TSCY pmq "mer what paymenl of an apdinglla in in IN shguh of
S ROOF COTSei&may mlhe ceursaama nvesOgasol,pMotm r0c4 blas l"Cub"L Clem egrenro
5%of TSC'a egmGted coot fa lb WOM(to at agWlNq 5%Ol the anoad actually bed M TSC lot
amble a roofing contractor of Plants chert to hake stein Cels,to femme sandes as at it ro TSC 's sen"cas on the proem et One d comadOm).ftint a dmegak and be inaema to s MOW a
Density"and to ommpthr rnakt Masson'mum.In the oval mat a foot contractor a not sd praudad IM amount d TSLS In.Wtleanr n Megreets inn Charge is not d lo Consortia as Denoa Charge for
by Wpm.Went agrees tun TSC may mast ata lentrit a such puts as TSC dams necessary n IN Cause ami Of any V'pe.Od I$"astd Cdbdtrab011 for the seater agwne to liberty imawa0,
Of me"IOM 9M Ceern asuunes ap nsle Of damagt to raw nor ayraam and Ms Wang which nay
arm us a resin Nerals. LL LIMITATIONS OF PROPICDRES,EOWPWW AND M"!nnolnanm opt"hum pompe.C4
a. SCNETRNDIO OF SERMS:The winces set forth in this agrfarlseln WE be acco:roushq in a smvePmi em wrests d svnga rhelwWe shad De repMq ol Oleg tops Such hrorrabpn n conslb
teed d iftra.an any,Imnenat a darrousion trwed threw a.Ncma .an pslWn ado beam an
friIndy and naurhoaae manioc If TSC s teetered ad ail arty Cart d of servant to lcmrnnnptlen da
repuave or requremerns a clean,reguseary,agent".or mrd Carries,ar due 10 any,Cause beyond ns ra to u ninn thro n and dna dpi M WwtrWo n a reOranaupm fl fen s plus ad U aamNan air"
naso ole cpard,Wert agyea to Day such adddisal counters,0 any,as may be applcable, raw b malum 9v um M n mon a u oro OMgroMd UM was ttwy h ilea;o Cue so Wmad asp dyer
v$onfac Cm offM mounters mry vary bpm the anot taw.blakes and o!rOrCeO n wrong.
S. AME22 TO SrTE"Cruet wen of amcA Y ou addled OY TGG an not daapned to aelRt eMnbona rnncntram or msreawmmon
,nae dna prOpne glto acme ut i" es a naenay,to TSC hr d bets DY WIWa
perform Its swvtas TSC gut take ten ll I rheasun ant m Of me ro matter tl,mape It IN ids
and any uroto-aemms dewed ttwgn u a reaw a est nrvdeA a ant m a at enepmanC taeevw.
TSC rte not Mounted in Its In the o061 of(egaLtdn Of ynape who"my=v if CMI pegs ar r6 14. INDEMNITY:Oant.Mail Clem I$voting u an&clot for a DrinpOn in ordering wok hon TSC than
puns TSC to restart me one to Its borne cadWm,upon w w nonan TSC we perkxm such adi also pad anne".apewsf to IndemnN and hold TSC.m Choi emaoyen Palladian,humus Man
Mona wait as a Maaory d do w aro dem apron ed Day to TSC the Fora tleraa.dw TSC's nornW and sprat n Foab arta apannt npnavlp but no Imud to court paw.Moments clanley, fast
mans for overload ad proud witie6s hde End Vd fare"A rewn Of ant'dam Or gab Vans Or&Need IO bea'a groan Cul Of me Der"
tO evince at TSC6 owvres and causes in Wide an pan by any regarded,wnpha Or vnnfm as or ons.
S. MIENTSODTYTONM"ENOLNE2RCWrmreswl3atdwunmsmnmenthal&mWTSCat On of Wein or cienb'pnncpsl at Mry one for whose soli Or ortnww erther my be We MgjdMg.do
any Mown ler suspected haadous m ocean.Maty kips and unotNnW SbuCwre3 a an S to at WW not irtnetl ro tha filet to Cann to tees and 6WCMns tel farm In oaagram 2 to be Denomaed edea
TSC a w mino m ter nae;unuM tna Agr"rmam. IN"Is b blow TSCS remmmernddions.or falure m nooly Tux of subsurface a SN Candtom as an
Path on paragrepn 6 of am Go"Cadni wu sago to line want mm such ham Or stet a pia tmn
7. OISWYERT OF FOLLOTAPM!TSC6 Senile shoe rad include Whhost atan fail NTangW=$rise d]0611 or Wmaos emaOy me modem Ad orOff"On arm a any me fa wtanse itis a""ans
asdefnq by ME Resource Gcmarvahon RecoM Aa.42 u SC 48901.at seo.,as amended t'PCrt4') TSC RWUNbs.lnths.Ve.theteWMwckmsp'aWnsNibmparywn.gW,aKm.dama
a by any dere of fgaa stsnne of reputation.n Tru event fret naaanacw twien ot,as dscmend and glAd(emalatf against TSG to the were this TSC short In"n each wet.Cada at clow, dam ler tour,
pemfled by TSC,TSCS war day shop be to no*diem, twdam Na Darty I/itmto Adel action arae pay to TSC the cM and superstar Ineurnp any TSC no on,
ewe ander aefem no dun.caw d action dam Or cannhrclabn.nduon0 mown"atromhyp'
S. MONITORING:It las agreement nfoodes Luilnq cmwuaw mnwud or obeerwnp any aspect of lees,CW n aWu ill""less Am waw raved ngw m
Constmeton of indnavemfrak TSC Will nerd its test results and 06Savarons an More apewdlyy set
fonh emyyhere in ars agrnrtant. TSCt serum sial ran nWpe tlnemn,g a Impkrtlmmq the 16,WRNESS FEES:TSCS Cnpdym snap rot as that, u pasta whmas,n appl W eoane.won"
means,melhOda tion W e5 or Draedlres of work done OY IN convoclals)dealt maumned or whew int agwrtwn Clem tgren topay TSC Wrwad b TSC6 inert anent la s:!k0uk Id any TSC import,work a pens Created.TSCS SannCn"I not Mardi the auinni l0&I a telett w N aro n any
mlrineh suPe the wore d ay Wrincmr TSCA nmcea a sen ID Ym Irma corm shd ndf n arty oulat wOOpmaed oy eM Why as an pcwrmn lamas a a nwd at TSL',services
way Operate a must dry Colmar Irvin the DttPamarot of its wdk in spcddaae when In Canren.
'Convector^as used bean shot Induce subcontttcton fuppwre,admecsmglmn that camruc. 16. MHER AGREEMENTS;-TSC sial not lee egad by any pnwdsOn a 69reemml r
eaenrg a providing
I'm I^amrers SX AMVlldfl or d9pa0!a WmmwMs arrcnq art a eels asCLmetn a ant Drpvtsm srarpM iSC
9. SAMPLE DISPOSAL Wets orn inhuse agreed.test aDecanero ar Sa "Noll 04 dSDosed Imm(k. wends any n"to a flNarancie ien.or my pendia Fordflana'g TSC);nein In reale OMehen for res
alW user comyellan at ttK tau,w asp SSmpEs of slMarteN wl be daoaaed army IBOI Cala alar Cervices upon ohn"W toad by any plant pony.Tam Gasial Cdndtau we noun,hnM,Hound.
N out TSC shelf his a her wh~"notation,to walum Cast due tmaunts.Thus Wswnnt conwn,the
W nmiuRvt a TSC6 npM. .lean aldawanong bwWaen tri paw.Carol edvtowteapn that no reaaaenumt waMYnpsa under•
takii or Drama him been MVM other than an alas does nMm*cm m herrn,The utwl-
10. PAYMENT:Client shoo ba lnva:cad perlodcally for sautes performed.CWt ape"to DRY rzw n" fcicitai or Mrralddy Or"aaram Of Mytaphs map not rends any other provxm a aov,,I
wits vmhn(nary(30)days of Its Masi.Ga^t further agrees to day Manor on al amount,antacid dna un "e W4 a Mwaid.This agmen Mi be GOrgnRa and entice,in aCCordancd whh the awe of
'1m Pana Or Poland to n wmmo tot vat t cause wenn Nod iNMY 001 dry W r011 at to(thea egmw iN Strait of Minas.The Daniel hetero Cowan 10 nneda%bal m0 vmuC oh an eppmdgib 111i Staff
percent(18%)per annum(ler me madmam Militia rem De M ld oda•PPER AW aw wh°Nver a uw count a"For the County an DLPvga Wmm.Nada Or Our Fed"0irarrr Court for the Normem m
wsserl u In pad.Diehl agrees to pay TSC'a caul a Cotettw of all am0ump due end IMPEC aper sWN dna Of hands Paragraph hnOngs m fa CWWaamd,MIN an;snarl no,at construed as inning one
(60)days.ncgping Court COSTS and fusonal aNOrrevs fees, MMVV of the d01'dop3 whaaCO n Vase General Galab03
vt rz
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