89-0510 Lovell Road got-o5(0
RESOLUTION
AUTHORIZING EXECUTION OF AN AGREEMENT WITH
CRAWFORD, MURPHY & TILLY, INC.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS,
that George VanDeVoorde, Mayor, and Marie Yearman, City Clerk, be and are hereby
authorized and directed to execute an agreement on behalf of the City of Elgin with
Crawford, Murphy & Tilly, Inc. for the preparation of plans, specifications and design
report for the improvement of Lovell Road, a copy of which is attached hereto and made
a part hereof by reference.
s/ George VanDeVoorde
George VanDeVoorde, Mayor
Presented: May 10, 1989
Adopted: May 10 , 198/
Vote: Yeas 7 Nays 0
Recorded:
Attest:
Qi Marie Yearman
Marie Yearman, City Clerk
May 5 , 1989
MEMORANDUM
TO: Mayor and Members of the City Council
FROM: City Manager
SUBJECT: Lovell Road Improvement
PURPOSE: This memorandum will provide the Mayor and Council with
information to consider the execution of a contract for preliminary
final design and construction engineering services for the subject
improvements.
BACKGROUND: The City Council approved the extension of Lovell Road
from East Chicago Street (IL Route 19) to Summit Street (IL Route
58) . This extension will be a major north/south collector street
on the east side of the City. In addition, the section of Lovell
Road from Villa Street (US Route 20) to East Chicago Street (IL
Route 19) needs to be reconstructed.
Prior to proceeding with the extension, a preliminary plan/report
should be prepared for the entire length establishing the horizon-
tal and vertical roadway geometrics, plus preliminary engineering
for the Poplar Creek bridge. The selected engineering firm would
provide a complete design report from Villa Street to Summit Street
and the final construction plans and construction engineering
services for Lovell Road from Villa Street to East Chicago Street
and from Longford Drive to Summit Street.
The City Council at the Committee of the Whole Meeting on November
16 , 1988 selected the firm of Crawford, Murphy and Tilly, Inc. of
Aurora to perform the engineering services and directed the staff
to negotiate an appropriate fee. The negotiated fee covers the
preliminary plan/report for the entire length of roadway and the
proposed structure over Poplar Creek, soil borings and final plans
and specifications for that part of Lovell Road between Villa and
Chicago (Section 1) and between Longford and Summit (Section 3) .
The fee for construction services was also established, but would
not be expended until the construction was underway and so directed
by the City Council.
FINANCIAL IMPACT: Attached is a copy of a letter from Crawford,
Murphy and Tilly summarizing the proposed fees and a copy of the
Engineering Services Agreement for your consideration. We wanted
to compare the negotiated fee with fees paid by other agencies and
so we selected Kane County. They use a percentage of the construc-
tion cost. A copy of one of the pages from one of their contracts
is attached. The fee for this project based on a very preliminary
estimated construction cost of $658, 000 for Section 1 and $171 ,000
for Section 3 is as follows:
Mayor and Members of
the City Council
May 5 , 1989
Page 2
Section 1 $ 55 ,507
Section 3 13 ,774
Poplar Creek Bridge 20 ,400
Soil Borings 7 , 300
Preliminary Engineering 16 ,652
(between Chicago & Lovell
about 30% of Section 1)
$ 113 ,633*
* Does not include construction inspection sevices
The length of Lovell between Villa and Chicago is almost identical
to the length between Chicago and Longford that is not to be
improved at this time, thus the reason for the estimated 30 percent
for preliminary engineering.
The negotiated fee to be paid Crawford, Murphy and Tilly minus the
construction inspection fee is $98 , 800 .
There is $475 ,000 in the Capital Improvement Fund for this project.
It should be noted that the portion of Lovell north of Longford was
an add on after the Budget was prepared.
RECOMMENDATION: It is recommended that the City Council authorize
the execution of the Engineering Services Agreement in the amount
of $98 ,800 , and for construction inspection services in the amount
of $49 ,000 which will not be expended without specific and separate
authorization of the City Council.
411, / d;r74
Names J. ok, City Engineer
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PLANNING/DESIGN/CONSTRUCTION
ENGINEERING SERVICES AGREEMENT
LOCAL AGENCY CONSULTANT
City of Elgin Crawford, Murphy & Tilly, Inc.
150 Dexter Court 600 N. Commons Dr., Suite 107
Elgin, Illinois 60120-5555 Aurora, Illinois 60504
312-695-6500 312-820-1022
THIS AGREEMENT is made and entered into this i day of I"1141
1989 between the above Local Agency (LA) and Consultant (ENGINEER) and covers
certain professional engineering services in connection with the improvement of the
roadways set forth below in the Project Location. Funds, allotted by the City of
Elgin will be used entirely or in part to finance ENGINEER services as described
under AGREEMENT PROVISIONS. Whenever the term DEPARTMENT is used herein,
it shall mean the Illinois Department of Transportation.
PROJECT LOCATION
Name: Lovell Road
Termini: Section 1: Villa St. (U.S. Rte 20) to East Chicago St. (IL Rte 19)
Section 2: East Chicago St. (IL Rte 19) to Bode Road
Section 3: Bode Road to Summit Street (IL Rte 58)
AGREEMENT PROVISIONS
THE ENGINEER AGREES,
1. To perform or be responsible for the performance of the following engineering
services for the LA in connection with the proposed improvement hereinbefore
described, and checked below:
a.(X) Make such detailed surveys as are necessary for the preparation of
detailed roadway plans.
b.(X) Make stream and flood plain hydraulic surveys and gather high water
data, and flood histories for the preparation of preliminary bridge design.
c.(X) Make or cause to be made such soil surveys or subsurface investigations
including borings and soil profiles and analyses thereof as may be
required to furnish sufficient data for the design of the proposed
improvements. Such investigations are to be made in accordance with
the current requirements of the DEPARTMENT.
d.(X) Prepare Division of Water Resources Permit, Bridge waterway sketch,
and Utility plan and locations.
e.(X) Prepare Preliminary Bridge Design and Hydraulic Report, (including
economic analysis of bridge or culvert types) and high water effects on
roadway overflows and bridge approaches.
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f.(X) Prepare Abbreviated Project Design Report
g.(X) Make complete general and detailed plans, special provisions, proposals
and estimate cost and furnish the LA with one (1) set of mylar
reproducables of the plans sheets and five (5) blueprint copies of the
plans, special provisions, proposals and estimates. Additional copies of
any or all documents, if required, shall be furnished to the LA by the
ENGINEER at his actual cost for reproduction.
h.(X) Furnish the LA with survey and drafts in quadruplicate of all necessary
right-of-way dedications, construction easements, and borrow pit and
channel change agreements including prints of the corresponding plats
and staking as required. Two (2) reproducable original copies of the
survey plat shall be furnished the LA.
i.(X) Assist the LA in the receipt and evaluation of proposals and the
awarding of the construction contract.
j.(X) Furnish or cause to be furnished:
(1) Proportioning and testing of concrete mixtures in accordance with
the "Manual of Instructions for Concrete Proportioning and Testing"
issued by the Bureau of Materials and Physical Research, of the
DEPARTMENT and promptly submit reports on forms prepared by
said Bureau.
(2) Proportioning and testing of bituminous mixtures (including
extraction test) in accordance with the "Manual of Instructions for
Bituminous Proportioning and Testing" issued by the Bureau of
Materials and Physical Research, of the DEPARTMENT, and
promptly submit reports on forms prepared by said Bureau.
(3) All compaction tests as required by the specifications and report
promptly the same on forms prepared by the Bureau of Materials
and Physical Research.
(4) Quality and sieve analyses on local aggregates to see that they
comply with the specifications contained in the contract.
(5) Inspection of all materials when inspection is not provided at the
sources by the Bureau Materials and Physical Research, of the
DEPARTMENT in accordance with the policies of the said
DEPARTMENT.
k.(X) Furnish or cause to be furnished:
(1) A resident engineer, inspectors and other technical personnel to
perform the following work: (The number of such inspections and
other technical personnel required shall be subject to the approval
of the LA.)
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a. Continuous observation of the work and the contractor's
operations for compliance with the plans and specifications
as construction proceeds, but the ENGINEER does not
guarantee the performance of the contract by the
contractor.
b. Establishment and setting of lines and grades.
c. Maintain a daily record of the contractor's activities
throughout construction including sufficient information to
permit verification of the nature and cost of changes in
plans and authorized extra work.
d. Supervision of inspectors, proportioning engineers and other
technical personnel, and the taking and submitting material
samples.
e. Revision and submittal of mylar original contract drawings
to reflect record conditions.
f. Preparation and submission to the LA in the required form
and number of copies, all partial and final payment
estimates, change orders, records, and reports required by
the LA.
2. That all reports, plans, plats, and special provisions to be
furnished by the ENGINEER pursuant to this agreement will be
in accordance with the current standard specifications and
policies of the CITY OF ELGIN, it being understood that all
such reports, plats, plans and drafts, shall before being finally
accepted, be subject to approval by the LA.
3. To attend conferences at any reasonable time when requested
to do so by the LA.
4. In the event plans, surveys or construction staking are found to
be in error during the construction of the SECTION and
revisions of the plans or survey or construction staking
corrections are necessary, the ENGINEER agrees that he will
perform such work without expense to the LA, even though
final payment has been received by him. He shall give
immediate attention to these changes so there will be a
minimum delay to the contractor.
5. The basic survey notes and sketches, charts, computations and
other data prepared or obtained by the ENGINEER pursuant to
this agreement will be made available, upon request, to the LA
without cost and without restriction or limitations as to their
use.
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6. To make such changes in working plans, including all necessary
preliminary surveys and investigations, as may be required after
the award of the construction contract and during the construction
of the improvement.
7. That all plans and other documents furnished by the ENGINEER
pursuant to this AGREEMENT will be endorsed by him and will
show his professional seal where such is required by law.
8. To submit, upon request by the LA a list of the personnel and the
equipment he proposes to use in fulfilling the requirements of this
AGREEMENT.
THE LOCAL AGENCY AGREES,
1. To pay the ENGINEER as compensation for all services performed as stipulated
in paragraphs la thru 1k, and 2 thru 8 at the hourly rates stipulated below for
personnel assigned to this project as payment in full to the ENGINEER for the
actual time spent in providing these services - the hourly rates to include
profit, overhead, readiness to serve, insurance, social security and retirement
deductions. Traveling and other out-of-pocket expenses will be reimbursed to
the ENGINEER at his actual cost. Subject to the approval of the LA, the
ENGINEER may sublet all or part of the services provided under paragraphs 1c
and lh. If the ENGINEER sublets all or a part of this work, the LA will pay
the cost to the ENGINEER plus a five (5) percent charge. "Cost to
ENGINEER" to be verified by furnishing the LA copies of invoices from the
party doing the work.
SCHEDULE OF HOURLY CHARGES
Principal of Firm $76.00 per hour
Senior Project Engineer $71.00 per hour
Project Engineer $59.00 per hour
Senior Engineer $53.00 per hour
Engineer $45.00 per hour
Planner $45.00 per hour
Land Surveyor (Registered Land Surveyor) $46.00 per hour
Senior Engineering Technician (Draftsman, Party
Chief, Materials Technician, Inspector) $39.00 per hour
Engineering Technician (Instrumentman,
Jr. Draftsman, Inspector) $30.00 per hour
Engineering Aide (Rodman, Tracer, Materials
Assistant) $24.00 per hour
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The hourly rates itemized above shall be effective the date the parties, here
unto entering this AGREEMENT, have affixed their hands and seals and shall
remain in effect until December 31 , 1989. In event the services of the
ENGINEER extend beyond December 31 , 1989, the hourly rates will be
adjusted yearly by addendum to this AGREEMENT to compensate for increase
or decrease in the salary structure of the ENGINEER that are in effect at
that time.
Payment for the stipulated services shall not exceed the estimates as detailed
in the Attachments to this contract without prior written approval of the
LA.
2. That payment due the ENGINEER for services rendered pursuant to this
AGREEMENT will be made as soon as practicable after the services have been
performed, in accordance with the following schedule:
a. Upon completion of reports, detailed plans, special provisions,
proposals and estimate of cost - being the work required by
paragraphs la through lh under THE ENGINEER AGREES - to the
satisfaction of the LA, 90 percent of the fee due for services
stipulated in Paragraphs la through lh, based on the above fee
schedule and the approved estimate of cost.
b. Upon award of the contract for the improvement by the LA, 100
percent of the fee due for services stipulated in Paragraphs la
through lh, based on the above fee schedule, less any amount paid
under "a" above.
c. Upon completion of the construction of the improvement, 90 percent
of the fee due for services stipulated in paragraphs lj and 1k, less
any amounts previously paid.
d. Upon completion of all final reports required by the LA and
acceptance of the improvement by the LA, 100 percent of the total
fees due under this agreement, less any amounts previously paid.
By mutual agreement, partial payments, not to exceed 90 percent of the
amount earned, may be made from time to time as the work progresses as
agreed on by the LA and the ENGINEER.
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3. That, should the improvements be abandoned at any time after the ENGINEER
has performed any part of the services provided for in this agreement, and
prior to the completion of such services, the LA shall reimburse the
ENGINEER at the hourly rates defined in paragraph 1 for all work undertaken
up to the time he is notified in writing of such abandonment. Traveling and
other out-of-pocket expense will be reimbursed to the ENGINEER at his actual
cost.
4. That should the LA require changes in any of the detailed plans,
specifications, or estimates (except for those required pursuant to paragraph 4
of THE ENGINEER AGREES) after they have been approved by the CITY, the
LA will pay the ENGINEER for such changes on the basis of hourly rates
defined as in paragraph 1. It is understood that "changes" as used in this
paragraph shall in no way relieve the ENGINEER of his responsibility to
prepare a complete and adequate set of plans.
5. That, should the LA extend completion of the improvement beyond the time
limit given in the design or construction contract, the LA will pay the
ENGINEER for services performed at the hourly rates defined in paragraph 1
under the LOCAL AGENCY AGREES as amended.
IT IS MUTUALLY AGREED,
1. This AGREEMENT may be terminated by the LA upon giving notice in writing
to the ENGINEER at his last know post office address. Upon such
termination, the ENGINEER shall cause to be delivered to the LA all drawings,
specifications, partial and completed estimates, and data, if any from traffic
studies and soil survey and subsurface investigations with the understanding
that all such material becomes the property of the LA. The ENGINEER shall
be paid for any services completed and any services partially completed in
accordance with Section 3 of THE LOCAL AGENCY AGREES.
2. That if the contract for construction has not been awarded one year after the
acceptance of the plans by the LA, the LA will pay the ENGINEER the
balance of the planning and design engineering fee due to make 100 percent
of the fee due for services stipulated in Paragraphs la through lh, due under
this AGREEMENT.
3. That the ENGINEER warrants that he has not employed or retained any
company or person, other than a bona fide employee working solely for the
ENGINEER, to solicit or secure this contract, and that he has not paid or
agreed to pay any company or person, other than a bona fide employee
working solely for the ENGINEER, 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 LA shall have the right to annul this contract without liability.
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IN WITNESS WHEREOF, the parties have caused this AGREEMENT to be executed in
quadruplicate counterparts, each of which shall be considered as an original by
their duly authorized officers.
Executed by the LA:
CITY OF ELGIN
State of Illinois, acting by and
ATTEST: throuth 'ts Mayor
and City Council.
BY 4(2._eutAlt-tAL--- By fie ". /te7
City Clerk Title: Mayor
(SEAL)
Executed by the ENGINEER: Crawford, Murphy & Tilly, Inc.
600 N. Commons Dr. , Suite 107
ATTEST: Aurora, Illinois 60504
By 7�/
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i
Title: ,41/7/ /„,/, Title: 6 ",ct 7"//74.1 6g
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CITY OF ELGIN
LOVELL ROAD IMPROVEMENTS
PRELIMINARY DESIGN REPORT OUTLINE/CONTENT
SECTION I GENERAL
A. Scope of Report
B. Summary of Proposed Improvements
SECTION II EXISTING CONDITIONS
A. Roadway Location
B. Description of Existing Facilities
C. Traffic Data (Furnished by City of Elgin)
D. Drainage
E. Adjacent Land Use & Zoning
F. Right-of-Way
G. Existing Pavements-
1. Structure
2. Condition
3. Geometry
H. Longitudinal and Transverse Grades
I. Contiguous Sections
J. Utilities
SECTION III TESTING
A. General
B. Scope, Layout and Purpose of Testing Program
C. Results of Testing Program
D. Discussion/Recommendations of Test Results on Project Design and
Construction
SECTION IV PAVEMENT DESIGN
A. General
B. Design Parameters
C. Proposed Pavement Structure
D. Pavement Geometry
E. Proposed Longitudinal and Transverse Grades
SECTION V DRAINAGE
A. General
B. Surface Drainage
C. Sub-surface Drainage
D. Poplar Creek Drainage Structure (Summary of Bridge Engineering Efforts)
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SECTION VI GENERALIZED INTERSECTION IMPROVEMENTS (Not a Full IDS)
A. General
B. Villa Street/U.S. Route 20
C. East Chicago Street/IL Route 19
D. Bode Road
E. Summit Street/IL Route 58
F. Others
SECTION VII APPURTENANT CONSTRUCTION/DESIGN FEATURES
A. Right-of-Way
B. Earthwork
C. Turfing
D. Pavement Marking
E. Lighting
F. Adjacent Work by Others
G. Curb/Gutter
H. Sidewalks ,
I. Utilities
SECTION VII METHOD OF ACCOMPLISHMENT
A. General
B. Sequence of Construction
C. Maintenance of Traffic
D. Contractor's Operations
SECTION IX PRELIMINARY ESTIMATE OF CONTRACT TIME
SECTION X PRELIMINARY QUANTITIES AND ESTIMATE OF COST
APPENDIX
A. Soils Report
B. Pavement Design
C. Drainage Computations
SIGNIFICANT DESIGN REPORT FEATURE
As part of the design report and preliminary project design, 1"-40' plan and profile
sheets of the proposed roadway will be developed for areas not covered by the
1"=20 plan and profile sheets. The plan view will be the 1973 mapping with 2-foot
contours as furnished by the City of Elgin. Major new features will be field
measured and superimposed on the aerials (crossroads, driveways, utilities, adjacent
development, etc.). The proposed roadway centerline will be field staked and
centerline elevations obtained to serve as a check on the 2-foot aerial contours.
The existing and proposed roadway horizontal and vertical alignment will be shown
together with existing and proposed right-of-way. Generalized drainage features
will be shown as well as the preliminary Type, Size and Location (TS&L) features
of the proposed Poplar Creek bridge.
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At 1"=40' scale, one plan and profile sheet will accommodate 1280 feet of
roadway. The total improvement length of 5,200 feet which is not covered by the
1"=20' plan and profile sheets will require an estimated 5 sheets. Approximately 10
1"-20' preliminary plan and profile sheets will be utilized for all other areas.
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CITY OF ELGIN
LOVELL ROAD IMPROVEMENTS
PRELIMINARY ESTIMATE OF POPLAR CREEK BRIDGE ENGINEERING EFFORTS
1. Obtain Field Hydraulic Data
- Existing Poplar Creek Streambed Profile
- Cross-Sections of Poplar Creek upstream and downstream from proposed
bridge site
- Measurements, elevations and stream cross-sections of East Chicago Street
(IL Route 19) bridge over Poplar Creek (downstream)
- Measurements, elevations and stream cross-sections of Rohrson Road bridge
over Poplar Creek (upstream)
2. Obtain Other Hydraulic Information
- Data on upstream and downstream bridges from IDOT Structure Bank
- IDOT - Division of Water Resource Requirements
- Federal Emergency Management Agency (FEMA): Flood Insurance Rate
Maps, Flood Insurance Study, Flood Boundary and Floodway Maps.
3. Conduct Hydraulic Analysis, Stream System Analysis and Hydraulic Analysis of
Waterway Opening per IDOT "Guide to the Hydraulic Design of Bridges and
Culverts on Local Systems"
4. Develop Preliminary Bridge Design and Roadway Elevation including alternatives
and rough costs.
5. Prepare Preliminary Bridge Design and Hydraulic Report
6. Prepare Waterway Sketch
7. Prepare Flood plain cross-sections
8. Meetings, Reviews, and Submittals
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CITY OF ELGIN
LOVELL ROAD IMPROVEMENTS
PRELIMINARY LISTING OF PLAN DRAWINGS
SECTION 1 - Villa Street (Rte. 20) to Chicago Street (Rte: 19)Estimated Total Length=4800'
Sheet No. Sheet Title Sheet Content
1 Cover Sheet Titles, Signatures, Summary of Quantities,
Index to Sheets,
Location Map(s), J.U.L.I.E. Notes
2 Project Site Plan General Project Layout, Access Routes,
General Notes, Bench Marks, Limits of
Construction, Street/Entrance Labeling
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3 Typical Sections Existing and Proposed Typical Roadway,
Cross-Road and Driveway Sections;
Miscellaneous Notes and Details
4-5 Construction Staging/ Construction Staging, Traffic Lanes,
Traffic Maintenance Plan Work Areas, Driveway/Crossroad Access,
Staging Notes
5-13 Roadway Plan & - Existing Topography
Profile Sheets - Stationing/Horizontal Control
@ 1"=20' - Roadway layout
4800'/600' per sheet= - Existing and Proposed Centerline Profile
8 Sheets - Horizontal and Vertical Geometries
- Existing and Proposed Centerline
Elevations
- Existing and Proposed Right-of-Way/
Easements
- Utilities
- Pavement Marking
- Drainage/Ditch Profiles/Cross-Road
Drainage
- Removals
- Grading/Turfing Limits
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Sheet No. Sheet Title Sheet Content
14-15 Roadway/Miscellaneous - Drainage Details
Details - Driveway/Cross-Road Details
- Utilities
- Trenches
- Sign Legend
- Miscellaneous
16-23 Cross-Section - Existing Cross-Section
12 Sections/Sheet - Proposed Cross-Section
600 feet/Sheet - Existing and Proposed Elevations
4800'/600'=8 sheets - Earthwork Cuts and Fills
- Drainage/Ditch Layouts and Sections
24 Driveway/Cross Road - Existing and Proposed Centerline
Centerline Profiles Profile
- Vertical Geometrics
- Notes
25+ IDOT Standards
SECTION 3 - Longford Drive to Summit Street (Rte. 58) Estimated Total Length=800'+
Sheet No. Sheet Title Sheet Content
-� Sheet T4tles,-S4grta-t-ur-es;-Stixrnrary- of
4ttar it ics,-�r3t e to--&hccts;-Leeatlorr
_2 13-rojest--Si-t .P-lan -Gener-al-P-rejeet-fit;-A-eeess--
and-Xypieal--Seel=ions- mutt-sr-General--Netcs,- r- Iarks;-
m}ts--- i truetionr;-Ftrcct-/--
Ent-ranee-Label-ing;-Readway-ypieel-
gee-t-ierh--Miseellaneeu&-Netcs -and--
Petaiis-
-3-4 Roadway Plan and - Existing Topography
1-2 Profile (2 sheets - Stationing/Horizontal Control
@ 1"=20') - Roadway Layout
- Existing and Proposed Centerline
Profiles
- Storm Sewer Layout
- Horizontal and Vertical Geometrics
- Existing & Proposed Centerline
Elevations
- Existing & Proposed Right-of-Way/
Easements
- Utilities
- Pavement Marking
- Removals
- Grading/Turfing Limits
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Sheet No. Sheet Title Sheet Content
-5- Roadway/Miscellaneous - Drainage Details
3 Details - Utilities
- Trenches
- Miscellaneous
-6-7-- Cross-Sections - Existing & Proposed Cross-Sections
4-5 (2 sheets @ 1"=20H, - Existing & Proposed Elevations
1"=2'V) - Earthwork Cuts & Fills
6+ ID-GT-Standards -
NOTE: Section 1 and Section 3 to be
Combined into a single set of plans.
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SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
PROJECT START-UP AND FIELD WORK
1. Project Familiarization, Organization and 8 8
Site Visit.
2. Data Gathering and Meetings with City and 16 8 24 16
Representatives of Adjacent Developments.
Obtain Subdivision and Survey Plats, Highway
and Road Plans, Bridge Plans, etc. Obtain
Utility Information.
3. Locate/Re-establish existing land survey and 16 - 16
Right-of-Way Monuments.
4. Establish, station and monument proposed 8 16 16 16
R.O.W. centerline. Monuments/Markers at
key locations.
5. Survey and Prepare R.O.W. Plat for 70' R.O.W. 4 4 16 16 16
at north end of project (South side of Summit
Street - Ill. Rte. 58).
6. Stake proposed R.O.W. Centerline @ 100' 4 16 16 16
intervals - Entire Project Length.
7. Run Level Circuit and Establish Bench Marks. 8 8 8
8. Cross-Section Existing Lovell Road/Cross 4 16 16 16
Roads - Villa Street (U.S. Route 20) to
East Chicago Street (Ill. Rte. 19) @ 50'
Stations (4800'+).
9. Topo Existing Lovell Road/Cross Roads 4 16 16 16
Villa Street to East Chicago Street (4800'+).
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ESTIMATE OF MAN-HOURS
ITEM "OF WORK
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
10. Stake & Survey Proposed Soil Borings. 8 8 8 8
Clear Utilities - Entire Project Length.
11. Profile R.O.W. Centerline @ 100' Stations 8 8 8
and Obtain Typical Cross Sections @ 200'+
Intervals - East Chicago Street (Ill. Rte.
19) to Bode Road (2800'+).
12. Profile R.O.W. Centerline @ 100' Stations 8 8 8
and Obtain Typical Cross Sections @ 200'+
Intervals - Bode Road to Longford Drive
(2300'+).
13. Cross Section Proposed Lovell Road/Cross 8 8 8
Roads - Longford Drive to Summit Street
(Ill. Rte. 58) @ 50' Stations (800'+).
a
14. Topo Proposed Lovell Road/Cross Roads - 8 8 8
Longford Drive to Summit Street (800'+).
15. Reduce Survey Notes, Miscellaneous 4 24 16 16 16
Pick-ups and Compare Site Surveys to 2'
Contour Maps.
SUB-TOTAL PROJECT
START-UP AND
FIELD WORK 24 16 88 176 144 160
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
PROJECT DESIGN REPORT Engineer Engineer Engineer Surveyor Technician Typist
(See Enclosed Report Outline/Narrative)
I. Prepare Preliminary Design Report. 4 8 40 8 .8 8
2. Prepare Preliminary 1"=40' Plan and 4 20 16 16
Profile Sheets (5 Sheets).
3. Review Meeting with City of Elgin. 3 3
4. Prepare Final Design Report. .2 4 16 6 6
5. Prepare Final Plan and Profile Sheets 2 10 5 10
(5 Sheets).
SUB-TOTAL
DESIGN REPORT 9 18 89 8 35 40
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
v.
ITEM OF WORK ESTIMATE OF MANHOURS
Senior Registered Senior Engineering
Project Engineer/ Land Engineering Technician/
Engineer Structural Engineer Surveyor Technician Typist
PRELIMINARY ENGINEERING - POPLAR CREEK BRIDGE
(See Enclosed Narrative)
1. Obtain Field Hydraulic Data. 8 16 16 16
2. Obtain Other Hydraulic Information. 8 8
3. Conduct Hydraulic Analyses, Stream System 4 8 80 16
Analysis and Hydraulic Analysis of Waterway
Opening.
4. Develop Preliminary Bridge Design and Roadway 4 24 16 8
Elevation.
5. Prepare Preliminary Bridge Design and Hydraulic 8 16 4
Report.
CO 6. Prepare Waterway Sketch. 4 8 . 4
7. Prepare Flood Plain Cross Sections. 4 16 16
8. Meetings, Reviews and Submittals. 4 16 16 4
SUB-TOTAL PRELIMINARY
ENGINEERING - POPLAR CREEK BRIDGE 12 80 160 16 16 68
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT '
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
PREPARATION OF PLANS. SPECIFICATIONS, QUANTITIES AND COST ESTIMATE
(Section 1 - Villa Street (U.S. Rte. 20) to East Chicago Street (Ill. Rte. 19) -
4800`+
(See Enclosed Listing of Plan Drawings.)
PRELIMINARY DOCUMENTS (90%+ COMPLETE)
1. Cover Sheet. 2 2 2
2. Project Site Plan. 4 2 4
3. Typical Sections. 8 2 4
4-5 Construction Staging/Traffic Maintenance 12 4 6
Plan (2 Sheets).
6-13 Roadway Plan and Profile Sheets (8 Sheets). 4 96 4 48 48
14-15 Roadway/Miscellaneous Details (2 Sheets). 12 4 8
16-23 Cross-Section (8 Sheets). 32 32 32
24. Driveway/Crossroad Profiles. 8 4 4
25+ IDOT Standards. 8 8 8
Preliminary Special Provisions 16 8
Preliminary Quantities 2 8 16 8
Preliminary Estimate of Cost 2 4 8 4
Review Meeting with City of Elgin 4 4
SUB-TOTAL 90% 6 10 218 4 122 136
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
FINAL DOCUMENTS (100% COMPLETE)
1. Cover Sheet, 1 1 2
2. Project Site Plan. 2
2 2
3. Typical Sections. 4 2 2
4-5 Construction Staging/Traffic Maintenance 8 4 4
Plan (2 Sheets).
6-13 Roadway Plan and Profile Sheets (8 Sheets). 2 4 32 16 16
14-15 Roadway/Miscellaneous Details (2 Sheets). 4 2 2
N
16-23 Cross Sections (8 Sheets). 8 8 8
0
24. Driveway/Crossroad Profiles. 2 2 2
25+ IDOT Standards. 4 4 4
Final Special Provisions 8 8
Final Quantities 8 8 4
Final Estimate of Cost 2 2 8 4
Review Meeting with City of Elgin 4 4
Bidding Documents
2 2 8 8
Pre-Bid Meeting 4
Bid Evaluation 1 2 8 4
SUB-TOTAL 100% 11 10 113 - 49 70
TOTAL 17 20 331 4 171 206
•
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
PREPARATION OF PLANS, SPECIFICATIONS. QUANTITIES AND COST ESTIMATE
(Section 3 - Longfield Drive to Summit Street (Ill. Rte. 58) - 800'+)
(See Enclosed Listing of Plan Drawings.)
PRELIMINARY DOCUMENTS (90%+ COMPLETE)
1-2 Roadway Plan and Profile Sheets (2 Sheets). 24 4 8 8
3. Roadway/Miscellaneous Details. 4 2 2
4-5 Cross-Sections (2 Sheets). 4 4 4
Preliminary Special Provisions 4 2
Preliminary Quantities 1 4 16 8
Preliminary Estimate of Cost 4
SUB-TOTAL 90% 1 1 44 4 30 24
•
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ITEM OF WORK ESTIMATE OF MANHOURS
Registered Senior Engineering
Project Senior Land Engineering Technician/
Engineer Engineer Engineer Surveyor Technician Typist
FINAL DOCUMENTS (100% COMPLETE)
1-2 Roadway Plan & Profile (2 Sheets). 8 4 4
3. Roadway/Miscellaneous Details. 2 2 2
4-5 Cross Sections (2 Sheets).
2 2 2
Final Special Provisions 4 2
Final Quantities 4 8 2
Final Estimate of Cost 2
SUB-TOTAL 100% 0 0 22
- 16 12
N) TOTAL 1 1 66 4 46 36
fV
SUPPORTING DOCUMENTATION FOR CITY OF ELGIN -
•
LOVELL ROAD IMPROVEMENTS ENGINEERING CONTRACT
ESTIMATE OF PLANNING AND DESIGN ENGINEERING COSTS
PROJECT START-UP AND FIELD WORK
TOTAL
ESTIMATED HOURLY
MANPOWER CLASSIFICATION MANHOURS RATE AMOUNT
Project Engineer 24 $59.00 $ 1,416.00
Senior Engineer _ 16 $53.00 $ 848.00
Engineer 88 $45.00 $ 3,960.00
Registered Land Surveyor 176 $46.00 $ 8,096.00
Senior Engineering Technician 144 $39.00 $ 5,616.00
Engineering Technician/Typist 160 $30.00 $ 4,800.00
SUBTOTAL: 608 $24,736.00
Travel & Subsistence
32 Trips @ 50 miles/trip @ $0.24/mile = $ 384.00
60 Meals @ $5.00/meal = $ 300.00
Blueprints, Copies & Photographs = $ 280.00
Roadway Soil Borings (Sub-consultant) = $ 7 , 300.00(E)
TOTAL: $33,000.00
USE NOT-TO-EXCEED: $33,000.00
23
i
,PRELIMINARY ENGINEERING - POPLAR CREEK BRIDGE
TOTAL
ESTIMATED HOURLY
MANPOWER CLASSIFICATION MANHOURS RATE AMOUNT
Project Engineer 12 $59.00 $ 708.00
Senior/Structural Engineer 80 $53.00 $ 4,240.00
Engineer 160 $45.00 $ 7,200.00
Registered Land Surveyor 16 $46.00 $ 736 .00
Senior Engineering Technician 16 $39.00 $ 624.00
Engineering Technician/Typist 68 $30.00 $ 2,040.00
SUBTOTAL: 352 $15,548.00
Travel & Subsistence
10 Trips @ 50 miles/trip @ $0.24/mile = $ 120.00
12 Meals @ $5.00/meal = $ 60.00
Blueprints, copies & photographs = $ 172.00
Structure Soil Borings (Subconsultant) = $ 4,500.00(E)
TOTAL: $20,400.00
USE NOT-TO-EXCEED: $20, 400.00
24
` 1
•PROJECT DESIGN REPORT
TOTAL
ESTIMATED HOURLY
MANPOWER CLASSIFICATION MANHOURS RATE AMOUNT
Project Engineer 9 $59.00 $ 531.00
Senior Engineer 18 $53.00 $ 954.00
Engineer 89 $45.00 $ 4,005.00
Registered Land Surveyor 8 $46.00 $ 368.00
Senior Engineering Technician 35 $39.00 $ 1,365.00
Engineering Technician/Typist 40 $30.00 $ 1,200.00
SUBTOTAL: $ 8,423.00
Travel & Subsistence
4 Trips @ 50 miles/trip @ $0.24/mile $ 48.00
Blueprints, copies & photographs = $ 200.00
TOTAL: $ 8, 671.00
USE NOT-TO-EXCEED: $ 8, 700.00
25
PLANS, SPECIFICATIONS, QUANTITIES AND COST ESTIMATE - SECTION 1
TOTAL
ESTIMATED HOURLY
MANPOWER CLASSIFICATION MANHOURS RATE AMOUNT
Project Engineer 17 $59.00 $ 1,003.00
Senior Engineer 20 $53.00 $ 1,060.00
Engineer 331 $45.00 $14,895.00
Registered Land Surveyor 4 $46.00 $ 184.00
Senior Engineering Technician 171 $39.00 $ 6,669.00
Engineering Technician/Typist 206 $30.00 $ 6,180.00
SUBTOTAL: 749 $29,991.00
Travel & Subsistence
8 Trips @ 50 miles/trip @ $0.24/mile $ 96.00
Blueprints, copies & photographs = $ 300.00
TOTAL: $30,387.00
USE NOT-TO-EXCEED: $30,400.00
26
PLANS, SPECIFICATIONS, QUANTITIES AND COST ESTIMATE - SECTION 3
TOTAL
ESTIMATED HOURLY
MANPOWER CLASSIFICATION MANHOURS RATE AMOUNT
Project Engineer 1 $59.00 $ 59.00
Senior Engineer 1 $53.00 $ 53.00
Engineer 66 $45.00 $ 2,970.00
Registered Land Surveyor 4 $46.00 $ 184.00
Senior Engineering Technician 46 $39.00 $ 1,794.00
Engineering Technician/Typist 36 $30.00 $ 1,080.00
SUBTOTAL: $ 6,140.00
Travel & Subsistence
4 Trips @ 50 miles/trip @ $0.24/mile $ 48.00
Blueprints, copies & photographs = $ 100.00
TOTAL: $ 6,288.00
USE NOT-TO-EXCEED: $ 6,300.00
27
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
ESTIMATE OF CONSTRUCTION ENGINEERING COSTS
SECTION 1 - Villa Street to East Chicago Street
ESTIMATED CONSTRUCTION PARAMETERS
- Assumed Contract Time 90 Calendar Days
- Estimated Construction Cost $658,000
ESTIMATED MANHOURS
Resident Engineer
12 wks X 5 days/wk X 8 hrs/day = 480 hrs
480 hrs @ $39.00/hr = $18,720.00
Engineering Technician
6 wks X 5 days/wk X 8 hrs/day = 240 hrs
240 hrs @ $30.00/hr = $ 7,200.00
Engineering Aide
5 wks X 5 days/wk X 8 hrs/day = 200 hrs
200 hrs @ $24.00/hr = $ 4,800.00
Engineer (For General Supervision)
12 wks X 2 hrs/wk = 24 hrs
24 hrs @ $45.00/hr= $ 1,080.00
SUB-TOTAL MANHOUR COSTS = $31,800.00
ESTIMATED DIRECT COSTS
Asphalt Plant Inspection (Sub-Consultant)
8 days X 4 hrs/day X $39.00 /hr = $ 1,248.00
inspector mileage (@ $0.30/mile) _ $ 150.00
Field Density Testing
12 days X 4 hrs/day X $30.00 /hr = $ 1,440.00
inspector mileage (@ $0.30/mile) = $ 180.00
CMT Travel & Subsistence
60 miles/day X $0.24/mile = $14.40/day
Resident Engineer - 60 days
Engineering Technician - 30 days
Aide - 30 days
Engineer - 6 days
126 days @ $14.40/day= $ 1,814.40
Supplies, Photos and Miscellaneous $ 167.60
SUB-TOTAL DIRECT COSTS: $ 5,000.00
TOTAL ESTIMATED CONSTRUCTION ENGINEERING COSTS: $36,800.00
USE NOT-TO-EXCEED: $37,000.00
28
SUPPORTING DOCUMENTATION FOR ENGINEERING CONTRACT
CITY OF ELGIN - LOVELL ROAD IMPROVEMENTS
. 1 ESTIMATE OF CONSTRUCTION ENGINEERING COSTS
SECTION 3 - Longford Drive to Summit Street
ESTIMATED CONSTRUCTION PARAMETERS
- Assumed Contract Time 45 Calendar Days*
- Estimated Construction Cost $171,000
* Overlap with Section 1
ESTIMATED MANHOURS
Resident Engineer
4 wks X 5 days/wk X 8 hrs/day = 160 hrs
160 hrs @ $39.00/hr = $ 6,240.00
Engineering Technician
2 wks X 5 days/wk X 8 hrs/day = 80 hrs
80 hrs @ $30.00/hr = $ 2,400.00
Engineering Aide
1 wks X 5 days/wk X 8 hrs/day = 40 hrs
40 hrs @ $24.00/hr = $ 960.00
Engineer (For General Supervision)
4 wks X 2 hrs/wk = 8 hrs
8 hrs @ $45.00/hr= $ 360.00
SUB-TOTAL MANHOUR COSTS = $ 9,960.00
ESTIMATED DIRECT COSTS
Asphalt Plant Inspection (Sub-Consultant)
1 days X 4 hrs/day X $39.00/hr = $ 156.00
inspector mileage (@ $0.30/mile) = $ 15.00
Concrete Plant Inspection (Sub-Consultant)
2 days X 4 hrs/day X $39.00/hr = $ 312.00
inspector mileage (@ $0.30/mile) = $ 30.00
Field Density Testing
4 days X 4 hrs/day X $30.00/hr = $ 480.00
inspector mileage (@ $0.30/mile) = $ 60.00
CMT Travel & Subsistence
60 miles/day X $0.24/mile = $14.40/day
Resident Engineer - 20 days
Senior Technician - 10 days
Aide - 5 days
Senior Engineer - 4 days
39 days @ $14.40/day= $ 561.60
Supplies, Photos and Miscellaneous $ 125.40
SUB-TOTAL DIRECT COSTS: $ 1,740.00
TOTAL ESTIMATED CONSTRUCTION ENGINEERING COSTS: $11,700.00
USE NOT-TO-EXCEED: $12,000.00
29
r tt
reik:fi" Professional Service Industries, Inc.
ti/Q
November 30, 1988
Crawford, Murphy & Tilly, Inc.
600 North Commons Drive, Suite 107
Aurora , Illinois 60505
Attention: Mr. Steven Maul ton
Re: Proposal for Soil Survey
Lovell Road
Elgin, Illinois
PSI Proposal Number: 042-089
Gentlemen:
As per your request during our meeting of November 29, 1988, we are pleased
to have the opportunity to submit the following proposal for the performance of
a soil survey for the proposed improvements on the above project.
Professional Service Industries, Inc . is fully equipped for soils testing.
Field exploration programs are conducted with our own drill ing equipment.
Field and laboratory testing is performed by trained, qualified technicians
in compliance with the applicable specifications under the supervision of
professional engineers.
SCOPE
It is our understanding that the scope of work for this project would
include widening approximately 4,500 lineal feet of roadway between Route 20
and Route 19, construction of approximately 5 ,900 lineal feet of new roadway
between Route 19 and Route 58 and construction of a bridge crossing Poplar
Creek along this improvement.
1403 Timber Drive • Elgin, IL 60120 • Phone: 312/931-7110
' '^ Professional Service Industries
Crawford, Murphy & Tilly, Inc .
November 30, 1988
Page two of six
The soil survey will be performed in general compliance with the State
of Illinois Specifications for Highway Soil Survey revised by the Northeast
Region, April 26, 1974.
a) . Soil borings will be extended to a depth of approximately 10.0
feet below grade with sampling at 30-inch intervals or more
frequently if required to sample all soil strata.
b) . Laboratory testing will include moisture content determinations,
consistency (penetrometer value) determination on cohesive soil
samples and classification tests as required to identify major
soil types and Illinois Bearing Ratio of proposed subgrade soil .
c) . Structure borings will include standard split-barrel sampling
every thirty (30) inches, visual classification, standard
penetration test, unconfined compression tests, and natural
moisture content tests.
For this particular project, we propose to survey the subgrade soils by
performing auger profile borings, spaced at approximately 300 foot intervals
along the proposed route . It is understood that the proposed grade will not
be significantly different from the existing grades.
We also propose to perform structural borings for the proposal Poplar
Creek crossing.
The results of our field exploration and laboratory testing would be
utilized in our analysis and formulation of our recommendations. Recommenda-
tions regarding earthwork , treatment of in-place soils and pavement design
will be presented in a written report prepared by a Registered Professional
Engineer.
PSI is thoroughly acquainted with the local subsurface conditions and
have participated in the planning, development, execution of highway soil
surveys in this area . Recommendations have been provided regarding design
criteria and construction considerations for projects similar to this one.
, r
-~ Professional Service Industries
Y t
Crawford, Murphy & Tilly, Inc .
November 30, 1988
Page three of six
FEE
It is proposed that our fee be determined on a unit cost basis in accordance
with the attached Schedule of Fees. Based on the outlined program, it is
estimated that the total cost of services will be approximately $14,500.00.
If this proposal is satisfactory, it would be greatly appreciated if you
would sign the enclosed copy and return it to us for our files. PSI will issue
the report of our findings and recommendations only after receipt of a signed
copy of this proposal intact. Thank you for this opportunity to offer our
services. We look forward to working w' h you on this project.
Very my ou ,
PROF S $ . /SIRVICE INDUSTRIES, INC.
Ji n J . Ba un
:usine %s Development Manager
David A. Dunn, P.E.
Vice President
JJB/be
Attachments: Schedule of Services and Fees
Project Data Sheet
General Conditions
AGREED TO THIS DAY OF ,
BY:
TITLE:
FIRM:
' I }
Professional Service Industries
r
Crawford, Murphy & Tilly, Inc.
November 30, 1988
Page four of six
SCHEDULE OF SERVICES AND FEES
QUANTITY UNIT PRICE AMOUNT
PROJECT PREPARATION AND TRAVEL EXPENSES
Mobilization-Personnel & Equipment -
Lump Sum 1 $ 245.00 $ 245.00
FIELD TESTING
Soil Augering - Per Foot 350 5.95 2,082.50
Soil Drilling and Sampling - Per Foot
0-25' 100 7.85 785.00
25-50' 100 9.45 945.00
Peat Probes - Per Foot 80 5.00 400.00
Additional Split Barrel or Liner
Samples - Each 40 10.50 420.00
LABORATORY TESTING
Atterberg Limits Determination - Each 20 29.00 580.00
Bearing Ratio Test - Each 2 250.00 500.00
Grain Size Analysis-Mechanical - Each 20 45.00 900.00
Moisture Content Determination - Each 260 2. 60 676.00
Organic Content - Each 5 29.00 145.00
Unconfined Compressive Strength - Each 28 10.00 280.00
ENGINEERING AND TECHNICAL SERVICES
Preliminary Reconnaissance , Utility
Clearance, Engineering, Report, Analysis,
Recommendations, and Consultations
Services of Principal Engineer - Per Hour 4 75.00 300.00
Services of Project Engineer - Per Hour 50 45.00 2,250.00
Services of Staff Engineer - Per Hour 30 39.00 1 ,170.00
Services of Field Engineer - Per Hour 60 39.00 2,340.00
Services of Draftsman - Per Hour 10 29.00 290.00
Secretarial Services - Per Hour 6 20.00 120.00
ESTIMATE OF TOTAL COST: $14,428.50
F + )
. .(.raw.uru, Murphy & lilly, Inc .
Novembe' 30, 1988
Page five of six
PROFESSIONAL SERVICE INDUSTRIES, INC.
PROJECT DATA SHEET
SUBSURFACE EXPLORATION
1. Project Name:
2. Project Location:
3. Your Job No.: Purchase Order No.:
4. Project Manager: Telephone No. :
5. Number and Distribution of Reports:
( )Copies To: ( )Copies To:
Attn.: Attn.:
6. Invoicing Address:
Attn.:
7. Type of Structure: Number of Floors:
8. Special Equipment or Installation:
9. Interior Column Spacing: Exterior Column Spacing:
10. Exterior Column Load: Live: Dead:
11. Interior Column Load: Live: Dead:
12. Floor Slab Load: Slab on Grade: Basement/Depth:
13. Will elevation of site be raised by filling: How Much:
14. Septic Tank: Storm Water Drainage:
15. Pavement Type: Traffic Load: Traffic Type:
16. Other pertinent information:
17. Is there any previous subsurface information available:
PSI 8-90012(I)
ev
0•Ci'a for , Murphy & Tilly, Inc .
NoyefnbeN 30 , 1988 GENERAL CONDITIONS
Page six of six
1.PARTIES AND SCOPE OF WORK:Professional Service Industries,Inc.(hereinafter referred to as"P.S.I.")shall include said company,or its particular
division, subsidiary or affiliate performing the work. "Work" means the specific geotechnical, analytical, testing or other service to be performed b
P.S.I. as set forth in P.S.I.'s proposal, the clients' acceptance thereof and these General Conditions. "Client" refers to the person or business e
ordering the work to be done by P.S.I. If the client is ordering the work on behalf of another, the client represents and warrants that the client is !
duly authorized agent of said party for the purpose of ordering and directing said work. -- --- : -- -'-- - - -- .- - • - tL
re pori ibiiity for r1 ' .- - - . •. :• - •_ •?...- • •.• _ _ _ -- - '- - - •T+1,
-{purpose. Client shall communicate these General Conditions to each and every third party to whom the client transmits any part of P.S.I.'s work. P.S.
shall have no duty or obligation to any third party greater than that set forth in P.S.I.'s proposal,client's acceptance thereof and these General Conditi
The ordering of work from P.S.I shall constitute acceptance of the terms of P.S.I.'s proposal and these General Conditions. `
TS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed byP.S.I. or others to b • pr
and prop mod in accordance with the plans, specifications and contract documents, and P.S.I.'s recommedations •• . s for lobiI'
• ddamage or injury shat reugbt?gainst P.S.I. by client or any third party unless all tests and inspections have bee • :- armed and unless P.S.I.'
recommendations have been followe8'-Stie rees to indemnify, defend and hold P.S.I., its officers -••- :•--s and agents harmless from any and
all claims, suits, losses, costs and expenses, inc u ' ,-but_ of limited to, court costs an. ---. .•e attorney's fees in the event that all such tests
and inspections are not so performed or P.S.I.'s recommendations neLso f. . • -: - rept to the extent that such failure is the result of the negligence,
willful or wanton act or omission of P.S.I., its officers, agents or -••- .•--s. •.-. . ay,..i tthe course of a roof investigation, perform roof cuts ("cuts")
as part of the investigation. Client agrees to provi.- . .• contractor of clients choice to7Tr1 a cuts to remove samples as directed by P.S.I.
personnel; and to promptly make nec- . • - airs. In the event that a roof contractor is not so provide 6y- tient agrees that P.S.I. may make
and remove such cuts a • •-- ns necessary in the course of the investigation. Roof cut areas will be temporarily patc -. : • I. •ersonnel.Client
agrees to •- : • costs of materials and labor needed for any and all temporary patches and will hold P.S.I. harmless for any . .:—-•-•es to
•: .• systems and the building and its contents which may arise from removal and repairing of roof cuts.
3. SCHEDULING OF WORK: The services set forth in P.S.I.'s proposal and client's acceptance will be accomplished in a timely, workmanlike and
professional manner by P.S.I. personnel at the prices quoted. If P.S.I. is required to delay commencement of the work or if, upon embarking upon its
work, P.S.I. is required to stop or interrupt the progress of its work as a result of changes in the scope of the work requested by the client,to fulfill the
requirements of third parties, interruptions in the progress of construction, or other causes beyond the direct reasonable control of P.S.I., additional
charges will be applicable and payable by client.
4.ACCESS TO SITE:Client will arrange and provide such access to the site as is necessary for P.S.I. to perform the work.P.S.I.shall take reasona•e
measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipm•
however, P.S.I. has not included in its fee the cost of restoration of damage which may occur. If client desires or requires P.S.I. to restore the si - •� ,
its former condition,upon written request P.S.I.will perform such additional work as is necessary to do so and client agrees to pay to P.S.I.the cost there• it
TO EXISTING MAN-MADE OBJECTS: Unless P.S.I. has assumed in writing the responsibility of locating subsurface or lata• •••••,.,„•.t
client agrees to in omni _ss from all claims, suits, losses, costs and exppe—nses ince .'•e .. - • orneys'fees as a r �f
of personal injury, death or property damage occurring With res ..:.•.S ' twork and arising from subsurface or latent conditio
or damage to subsurface or . -• •.•:ste--structure ones or conduits where the actual or po ' n thereof was not revealed
6.RESPONSIBILITY:P.S.I.'s work shall not include determining,supervising or implementing the means,methods,techniques,sequences or procedures
of construction. P.S.I. shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or welfare. P.S.I.'s work or
failure to perform same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the
contract documents.
7. SAMPLE DISPOSAL: Unless otherwise agreed, test specimens or samples will be disposed immediately upon completion of the test. All drilling
samples or specimens will be disposed sixty(60)days after submission of P.S.I.'s report.
8. PAYMENT: Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each invoice within
thirty (30) days of its receipt. The client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause within said
thirty (30) day period at the rate of eighteen (18) percent per annum (or the maximum interest rate permitted under applicable law, whichever is the
lesser)until paid.Client agrees to pay P.S.I.'s cost of collection of all amounts due and unpaid after sixty(60)days,including court costs and reasonable
attorney's fees.
9.TERMINATION:This Agreement may be terminated by either party upon seven day's prior written notice. In the event of termination, P.S.I. shall be
compensated by client for all services performed up to and including the termination date, including reimbursable expenses, and for the completion
of such services and records as are necessary to place P.S.I.'s files in order and/or protect its professional reputation.
10.WARRANTY:P.S.I.'s services will be performed, its findings obtained and its reports prepared in accordance with its proposal,client's accept.
thereof, these General Conditions, and with generally accepted principals and practices. In performing its professional services, P.S.I. will use i
degree of care and skill ordinarily exercised under similar circumstances by members of its profession. :- - '- "-. . - - 4k
or reprcoontationc, oithor oxproes or implied. Statements made in PSI reports are opinions based upon engineering judgement and are not to a:
construed as representations of fact.
P.S.I.,or any of its professional employees be found to have been negligent in the performing of professional services or work• • •- - • i
and breache a • • ant representation or contract, client ail r - - :--- . • . par ies claiming to hat-t4!
any way relied upon P.S.I.'s services • •.k nor to amount of the liability of P.S.I., its officers, employees and ag:f
--• •. . .; .,•••.•8 ort e total amount of the fee paid to P.S.I.for its work performe wi • ver amount is greater.
In the event client is unwilling or unable to limit P.S.I.'s liability in accordance with the provisions set forth in this paragraph, client may, upon written
request of client received within five days of client's acceptance hereof, increase the limit of P.S.I.'s liability to$500,000.00 or the amount of P.S.I.'s fe-
whichever is the greater, by agreeing to pay P.S.I. a sum equivalent to an additional amount of 5%of the total fee to be charged for P.S.I.'s servi •s.
r
This charge is not to be construed as being a charge for insurance of any type, but is increased consideration for the greater liability involved.
___e'tT-tNB •Exce t to the extent specifically addressed in paragraph 10,client agrees to indemnify,defend and hold P.S.I.,its officers,em•I•. --
agents and indepen en rttraefefs taacmle. s�from any and all claims, suits, losses, costs and expenses, includin. • •• •--• . • • r costs 1 '
reasonable attorneys' fees arising or alleging to a� v ris -
eneet-oftbe erformance of • • -vent that client or client's principal s :I
bring any suit,cause of action,claim or counterclaim wain • . -- - in such suit,cause of action,claim or counterclaim
the party initiating such actio •. e costs and expenses incurred by P.S.I. to answer anause of action, claim
a . • , • •ing reasonable attorney's fees, court costs, witness fees and other related expenses.
12. ARBITRATION: Anything contained in any other contract documents notwithstanding, P.S.I. shall not be bound by any provision or agreement
requiring or providing for arbitration of disputes or controversies arising out of P.S.I.'s work or these General Conditions or any provision wherein F.S.I.
waives its rights to a mechanic's lien.
PSI 8-900-11(3)
t
CERTIFICATION OF GOOD STANDING
Chapter 38, Section 33E-11
The firm of Crawford, Murphy & Tilly, Inc. does hereby affirmatively state and
certify that:
1) It has not been convicted of bid rigging, in violation of Illinois Revised
Statutes, Chapter 38, Section 33E-3 within the five (5) years previous to
the date of its bid;
2) It has never been convicted of bid rotating in violation of Chapter 38,
Section 33E-4;
and there exists no statutory bar to its bidding on or entering into this public
contract with the City of Elgin.
Crawford, Murphy & Tilly, Inc.
CMT
CRAWFORD,MURPHY&TILLY.INC.
IrgSaVIE
CONSULTING ENGINEERS
600 NORTH COMMONS DRIVE SUITE 107
AURORA, ILLINOIS 60504
(312)820-1022 FAX(312)820-0350 APR 19 1989
CITY OF ELGIN .
ENGINEERING DEPT.
April 19, 1989
Mr. Mel Dahl
Director of Public Works
City of Elgin
150 Dexter Court
Elgin, Illinois 60120-5555
Re: 8884-10 City of Elgin
Lovell Road Improvements
Dear Mel:
Enclosed herewith for your review and use are two (2) copies of our Agreement
for Engineering Services for the referenced project. This document and the
proposed work scope have been revised per our discussions on April 11 to reduce
the project costs as follows:
Previous This
Item of Work Submittal Submittal
- Project Start-Up, Field Surveys
and Soil Testing $ 36,000 $ 33,000
- Preliminary Engineering -
Poplar Creek Bridge $ 21,000 $ 20,400
- Project Design Report $ 14,000 $ 8,700
- Plans and Specs - Section 1 $ 31,000 $ 30,400
- Plans and Specs - Section 3 $ 7,000 $ 6,300
- Construction - Section 1 $ 37,000 $ 37,000
- Construction - Section 3 $ 12,000 $ 12,000
TOTAL $158,000 $147,800
We are also enclosing a copy of the Executed Certification of Good Standing.
If you have any questions regarding the submittal or require any additional
information, please call. We await a notice to proceed and look forward to
working with the City on this project.
Sincerely,
CRAWFORD, MURPHY, & T LY, INC.
1(;47.2'4•4-- e .-7
Stephen W. Moulton
SWM/dcm
Encls.
cc: Don Thompson - CMT Spfld.
prints of 'Me corresponding plats and staking as raqu re•.
I.(X) Assist the LA in the tabulation and Interpretation of the contractor's proposals.
2. That all reports, plans, plats and special provisions to be furnished by the ENGINEER, pursuant to
this AGREEMENT, will be in accordance with current standard specifications and policies of the
DEPARTMENT. It is being understood that alI such reports, plats, plans and drafts shall, before being
finally accepted, be subject to approval by the LA and the DEPARTMENT.
3. To attend conferences at any reasonable time when requested to do so by representatives o` the LA or
the DEPARTMENT.
4. in the event plans or surveys are found to be in error during construction of the SECTION and
revisions of the plans or survey corrections are necessary, the ENGINEER agrees that he will perform
such work without expense to the LA, even though final payment has been received by him. He shall
give immediate attention to these changes so there wilt be a minimum delay to the Contractor.
5. That basic survey notes and sketches, charts, computations and other data prepared or obtained by the
ENGINEER pursuant to this AGREEMENT will be made available, upon request, to the LA or the DEPARTMENT
without cost and without restriction or limitations as to /heir use.
6. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be
endorsed by him and will show his professional seal where such Is required by law.
THE LA AGREES, .
1. To pay the ENGINEER as compensation for all services performed pis stipulated in paragraphs la, lg,
lj, 2, 3, 5, and 6 in accordance with one of the following methods indicated by a check mark:
a. ( ) A sum of money equal to percent of the awarded contract cost of the proposed improvement
as approved by the DEPARTMENT.
b. (X) A sum of money equal to the percentage of the awarded contract cost for the proposed
Improvement as approved by the DEPARTMENT based on the following schedule:
SCHEDULE FOR PERCENTAGES BASED CN AWARDED CONTRACT COST
Awarded Cost Percentage Fees
Under 150,000 (see note)
First 550,000 10.0 1
Next 150,000 7. 75
Next $100,000 6.90
Next 1200,000 6.00
Next 1200,000 5.50
Next 1400,000 5. 10 1
Next 11,000,000 1
Next 12,000,000
Next 16,000,000
Note: Not necessarily a percentage. Could use per diem, cost-plus or lump sum.
BLR 4301 (Rev. 7-67)
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