HomeMy WebLinkAbout2008-173Page 1 of 2
Board of County Commissioners
1801 27th Street
Vero Beach, Florida 32960
Telephone: (772) 567-8000 FAX: (772)-778-9391
SUBSURFACE SOIL EXPLORATION
AND GEOTECHNICAL ENGINEERING EVALUATION
For
1st Road From 35th Avenue to 32nd Avenue
IRC Project #0522
WORK ORDER NO. 1 (Engineering Division)
FOR
FOR PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT
FOR ANNUAL GEOTECHNICAL SERVICES CONTRACT NO. 0534
WITH
ARDAMAN & ASSOCIATES, INC.
C-3- (96
�x
All services performed under this contract shall be supervised and certified by a licensed
Professional Engineer (PE) registered with the State of Florida and staff employed directly with
your firm.
Scope of Services
All work shall be performed on a unit price basis in accordance with the attached Scope of
Services dated May 5, 2008 and revised May 12, 2008 and shall comply with Standards
enumerated in the RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT
IRC PROJECT NO. 0534 WITH ARDAMAN & ASSOCIATES INC. Effective Date: October 1,
2007.
Minimum Specification Requirements as follows:
• Auger borings.
• Laboratory testing of subsurface soils.
• Construction Materials Testing Services
Preparation and issuance of engineering reports.
All work shall also comply with the current Florida Minimum Technical Standards.
COMPENSATION.
The COUNTY agrees to pay, and the Geotechnical Professional agrees to accept, a fee for
services rendered according to the "Scope of Services" identified in the attached EXHIBIT "A."
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Page 2 of 2
A Not -to -Exceed Amount of: $6,402.00 to be paid on a unit price basis for actual work
performed in accordance with the schedule of services and fees set forth in Exhibit A of
RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT IRC PROJECT NO.
0534 WITH ARDAMAN & ASSOCIATES INC Effective Date: October 1, 2007.
TIME FOR COMPLETION
This Work Order No. 1 shall be performed within 60 calendar days of Notice to Proceed.
1" Road From 35th Avenue to 32"d Avenue
IRC Project #0522
IN WITNESS HEREOF the parties hereto have executed these presents
This 3rd }day of June , 2008.
OWNER
BOARD' OF COUNTY C-okkSIONERS
INDIAN RIVER COUNTY, FLORIDA
n�4 A.
ARDAMAN & ASSOCIATES, INC.
VW
Ta
ature)-- (Signature)dra L.F
i
Bpyvden, Chairman �an J. Zra}t'ack, P.E., Branch Manager
(Printed name and title) (P arae and title)
Approved by BCC June 3, 2008
ATTEST:
Jeffrey K. Barton, Clerk of Circuit Court
Deputy CVtk
(� Approved s to For and L I S Icie cy:
al:William G. Col ns 11, County Attorney
seph A. Ba' d, County Administrator
Witnessed by:
Dc-iqtu,ttg iv y
(Printed name)
r
[D'IL 0111'91> a Id Smin d00J1clI Lick I, C'II bcnm [_, nperpi'r I mc, 11c l I-d�,I)IF.At „ V'dmn:ei R() - A '1I,J,.doi
JEW In Ardaman & Associates, Inc. May 5, 2008
Proposal File No.y 127 3356
ueoiechrnca , Emvironmenta' anc Revised May 12, 2008
Ma-Terials Consultants
EXH 13i ll�li
Indian River County Board of County Commicsione --
Engineering Division
184025 lh Street
Vero Beach, Florida 32960 4�ED
IL!"Ul �- I
Attention: Mr. Michael J. Mezzina IE C
Project Designer
Subject: Proposal for Soil Borings and
MAY 14 2008
Construction Materials Testing Services INDIAN FII COUNTY
1" Road from 35" Avenue to32ntlAvenue ENGINES IN DIVISION
Indian River County, Florida RECD BY:
IRC Project # 0522
Dear Mr. Mezzina:
As requested, we are pleased to present the following proposal for conducting soil borings for the subject
project. Based on information provided to us, we understand that the project includes stormwater retention
swales along portions of the subject roadway that will be paved in the near future. Shallow soil stratigraphy
and an estimate of the normal seasonal high groundwater table level are needed for the design of the swales.
The following
summarizes our proposed
scope of work and associated fees for conducting
the subject
exploration.
and organic
contents).
estimate of the normal seasonal
FIELD EXPLORATION
As discussed, our field exploration program will consist of performing four auger borings to a depth of
approximately 2 to 3 feet below the encountered groundwater table or to a maximum depth of 6 feet below
ground surface, whichever is encountered first. The borings will be conducted using a 3 -inch diameter hand
(bucket) auger in the vicinity of the locations selected by the client. Each sample will be removed from the
auger in the field and then examined and visually classified by our field personnel. Representative portions
will be sealed and packaged for transportation to our laboratory for further analysis as required. Water level
observations will be made in the boreholes during the drilling operation. The boreholes will be backfilled with
soil cuttings upon completion of the field program.
LABORATORY TESTING
Routine laboratory
visual classification will be
performed
along with specific classification tests deemed
necessary (i.e., sieve analysis, Atterberg limits
and organic
contents).
ENGINEERING ANALYSIS AND REPORT
All data obtained will be made to evaluate general subsurface
conditions. The data developed
during the
exploration will be submitted in a
written report upon conclusion
of the exploration. We will also
provide an
estimate of the normal seasonal
high groundwater table level at
the boring locations.
Miami.. Orlando. Port Charlotte, Port St.
COST ESTIMATE
The costs associated with
the aforementioned tasks
are
presented below. The total cost will not be exceeded
without prior authorization.
Our estimated services
are
itemized as follows:
460 Concourse Place NW,
Unit 1, Port
St. Lucie, Florida 34986, Phone (772;
878-0072 FAX
(772; 878-0097
Offices in Bartow, Cocoa,
Fort Myers,
Miami.. Orlando. Port Charlotte, Port St.
Lucie, Sarasota,
Tallahassee, Tampa,
w.
Palm
Beach
1" Road from 35`h Avenue to 32nd Avenue --- - - 2 -
Proposal File No. 08-64-3356B EXHIBIT °' A " �
Geotechnical Engineering Services: 4
1. Engineering Technician (boring layout): 2 hours @ $42.00/hour ..................... $ 84.00
2. Auger Borings: 24 linear feet @ $9.00/foot..................................... $216.00
3. Percent Fines Content Tests: 4 tests @ $30.00/test ......................... .....$120.00
4. Engineering Services & Report Preparation
Senior Project Engineer; 0.5 hour @ $98.00/hour. . - - .. . . ......... ...... $ 49.00
Project Engineer; 5 hours @ $85.00/hour.................................. I .. $ 425.00
CAD/Technical Draftsman; 1.5 hours @ $40.00/hour ............................... S 60.00
Secretary,I hour @ $40.00/hour............................................ S 40.00
Construction Materials Testing Services:
5.
In -Place Density Tests:140 tests @ $22.00/test...................................
$ 3,080.00
6.
Modified Proctor Tests: 4 tests @ $80.00/test ...................................
$ 320.00
7.
Limerock Bearing Ratio (LBR) Tests: 2 tests @ $ 250.00 ..........................
$ 5oo.00
8.
Engineering Technician (sampling and standby time allocation, as needed):
Estimate 18 hours @ $42.00/1hour.............................................
$ 756.00
9.
Asphalt Extraction and Gradation Tests: 2 tests @ $90.00/test........................
$ 180.00
10.
Asphalt Marshall Stability and Flow: 2 tests @ $90.00/test ...........................
$180.00
11.
Project Engineer: 4 hours @ $98.00/hour......................................
$ 392.00
Total.......................................................................
$ 6,402.00
TERMS AND CONDITIONS
This proposal is subject to the following terms and conditions: (1) access to testing locations is to be
readily available to our field personnel, (2) the proposed number tests and the associated depths will
be adequate, (3) undisturbed samples and consolidation tests on fine grained soils are not budgeted
into the total cost and (4) Ardaman & Associates cannot take responsibility for damages to underground
structures and/or services; their locations are to be provided by the client prior to commencement of the
field work.
CLOSURE
We appreciate the opportunity to submit this proposal and look forward to working with you on this
project. If this proposal meets with your approval, please indicate your acceptance by issuing the work
order that will be assigned to this project. Please call if you have any questions or require additional
information.
Sincerely,
ARDAMAN & ASSOCIATES, INC.
k'11J. lrtie/ 1�Zpj-
Will B. Cornelius II, P.E.
Project Engineer
Ardaman & Associates, Inc.
00%
i
LDan J. raIla ck, P.E.
ra Manager