2003-25361 Reso
RESOLUTION NO. 2003-25361
A RESOLUTION OF THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH APPROVING AMENDMENT
3 TO THE CITY'S AGREEMENT WITH EDAW FOR THE
DESIGN OF THE FLAMINGO NEIGHBORHOOD RIGHT OF
WAY IMPROVEMENT PROJECT BY INCREASING THE NOT
TO EXCEED FEE BY AN AMOUNT OF $63,298 TO PROVIDE
FOR ADDITIONAL GEOTECHNICAL AND ENGINEERING
SERVICES REQUIRED TO SUPPORT THE DESIGN OF
WATER MAIN AND STORM WATER IMPROVEMENTS, AND
APPROPRIATING $63,298 FOR SAID SERVICES AS
FOLLOWS: $45,335.53 FROM STORMWATER BONDS
SERIES 2000 AND $17,962.47 FROM WATER AND SEWER
BONDS SERIES 2000.
WHEREAS, on July 18,2001, the City executed a professional services agreement
with EDAW for the planning and design of the Flamingo Neighborhood Right of Way
Improvement Project with a not to exceed fee of $1 ,840,000; and
WHEREAS, Amendments One and Two to the contract for, respectively, the design
of Meridian Avenue improvements and improvements within the South Pointe RDA and
City Center RDA, were approved on 9/11/02; and
WHEREAS, Amendment One increased the total contract fee by $35,999 and
Amendment Two by $278,806 for a total fee of $2,154,805; and
WHEREAS, as project construction design has progressed, a need has been
identified for additional geotechnical investigation services required to effectively design
water main and storm water improvements by allowing the ability of soil and underground
conditions to support utility improvements to be determined; and
WHEREAS, in anticipation of the project's need for geotechnical services, a total of
$25,000 in reimbursables was included in the original EDAW contract to provide for ten
standard penetration test borings and ninety eight auger borings; and
WHEREAS, the proposed stormwater and water line improvements as designed to
date will require substantial additional investigation services; and
WHEREAS, EDAW solicited three proposals for the required additional services,
the lowest of which was $88,298 submitted by GEOSOL, Inc.; and
WHEREAS , said estimate includes the required additional work as well as the
original work on which the $25,000 approved reimbursable amount was based resulting in
total additional services of $63,298; and
WHEREAS, the additional work will constitute Amendment 3 to EDAW's agreement
for the design of Flamingo Neighborhood Improvements and increase the total contract fee
to $2,154,805; and
WHEREAS, the funding for this item will be provided proportionately from
contingency allocations of stormwater bond and water and sewer bond project funding; and
WHEREAS, the ROW Improvements Program Manager Hazen and Sawyer
recommends that the City proceed with an amendment to EDAW's agreement in the
amount of $63,298;
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION of the City of Miami Beach, Florida, that the Mayor and City Commission
approve Amendment 3 to the City's Agreement with EDAW for the design of the Flamingo
Neighborhood Right of Way I mprovement Project by increasing the not to exceed fee by an
amount of $63,298 to provide for additional geotechnical and engineering services required
to support the design of water main and storm water improvements, and appropriating
$63,298 for said services as follows: $45,335.53 from Stormwater Bonds Series 2000 and
$17,962.47 from Water and Sewer Bonds Seri 2000
PASSED, ADOPTED AND APPRO
ATTEST:
~f~~
CITY CLERK
APPROVED AS TO
FORM & LANGUAGE
& FOR EXECUTION
~ 0 8.- /pk~1J3
City Attor~ Date
T:\AGENDA\2003\oct1503\consentlEDAWgeotechreso.doc
CITY OF MIAMI BEACH
COMMISSION ITEM SUMMARY
m
Condensed Title:
A Resolution Approving Amendment 3 To The City's Agreement With EDAW For The Design Of The
Flamingo Neighborhood Improvement Project By Increasing The Fee By $63,298 For Additional
Geotechnical And Engineering Services Required To Support The Design Of Water Main And Storm Water
Improvements, And Appropriating $63,298 For Said Services As Follows: $45,335.53 From Stormwater
Bonds Series 2000 And $17,962.47 From Water And Sewer Bonds Series 2000.
Issue:
Shall the City amend its agreement with EDAW for the design of the Flamingo Neighborhood Right of Way
Improvement Project by increasing the not to exceed fee by an amount of $63,298 to provide for additional
services re uired to su ort the desi n of water main and storm water im rovements?
Item Summary/Recommendation:
On July 18, 2001, the City executed an agreement with EDAW for the design of the Flamingo
Neighborhood Right of Way Improvement Project with a not to exceed fee of $1,840,000. Amendments
One and Two to the contract for, respectively, the design of Meridian Avenue improvements and
improvements within the South Pointe RDA and City Center RDA, were approved on 9/11/02. As project
construction design has progressed, a need has been identified for additional geotechnical investigation
services required to effectively design water main and storm water improvements. These services
determine the ability of soil and underground conditions to support utility improvements and are therefore
integral to the determination of the proper location of the improvements. Although $25,000 in
reimbursables was included in the original EDAW contract to cover these services, the proposed utility
improvements as designed to date will require substantial additional geotechnical investigation services.
EDAW solicited three proposals for the required services, the lowest of which was $88,298 submitted by
GEOSOL (Attachment A); this fee proposal covers the additional work as well as the original work on which
the $25,000 approved reimbursable amount was based, so the amount of the additional services required
is $63,298. The ROW Improvements Program Manager Hazen and Sawyer recommends that the City
proceed with an amendment to EDAW's agreement in the amount of $63,298. The Administration
recommends aooroval of the resolution.
Advisory Board Recommendation:
INA
Financial Information:
Source of
Funds:
Approved
~
Finance Dept.
City Manager
AGENDA ITEM e 7~
DATE 10 -1{)-tJ~
CITY OF MIAMI BEACH
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139
www.miamibeachfl.gov
To:
From:
Subject:
COMMISSION MEMORANDUM
Mayor David Dermer and
Members of the City Commission
Date: October 15, 2003
Jorge M. Gonzalez ~ ~
City Manager () '^'^' 0
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH APPROVING AMENDMENT 3 TO THE CITY'S
AGREEMENT WITH EDAW FOR THE DESIGN OF THE FLAMINGO
NEIGHBORHOOD RIGHT OF WAY IMPROVEMENT PROJECT BY
INCREASING THE NOT TO EXCEED FEE BY AN AMOUNT OF $63,298
TO PROVIDE FOR ADDITIONAL GEOTECHNICAL AND ENGINEERING
SERVICES REQUIRED TO SUPPORT THE DESIGN OF WATER MAIN
AND STORM WATER IMPROVEMENTS, AND APPROPRIATING $63,298
FOR SAID SERVICES AS FOLLOWS: $45,335.53 FROM STORMWATER
BONDS SERIES 2000 AND $17,962.47 FROM WATER AND SEWER
BONDS SERIES 2000. .
ADMINISTRATION RECOMMENDATION
Adopt the Resolution,
ANALYSIS
On July 18,2001, the City executed a professional services agreement with EDAW for the
planning and design of the Flamingo Neighborhood Right of Way Improvement Project with
a not to exceed fee of $1,840,000. Amendments One and Two to the contract for,
respectively, the design of Meridian Avenue improvements and improvements within the
South Pointe RDA and City Center RDA, were approved on 9/11/02; Amendment One
increased the total contract fee by $35,999 and Amendment 2 by $278,806 for a total fee
of $2,154,805.
As project construction design has progressed, a need has been identified for additional
geotechnical investigation services required to effectively design water main and storm
water improvements. These services determine the ability of soil and underground
conditions to support utility improvements and are therefore integral to the determination of
the proper location of the improvements.
In anticipation of the project's need for geotechnical services, a total of $25,000 in
reimbursables was included in the original EDAW contract to provide for ten standard
penetration test borings and ninety eight auger borings. The proposed stormwater and
water line improvements as designed to date will require substantial additional investigation
services. EDAW solicited three proposals for the required services, the lowest of which
was $88,298 submitted by GEOSOL (Attachment A); this fee proposal covers the
Commission Memorandum
EDAW Flamingo Agreement Amendment 3
October 15, 2003
Page 2 of 2
additional work as well as the original work on which the $25,000 approved reimbursable
amount was based, so the total amount of the additional services required is $63,298.
This additional work will constitute Amendment 3 to EOAW's agreement for the design of
Flamingo Neighborhood Improvements and increase the total contract fee to $2,154,805.
The funding for this item will be provided proportionately from contingency allocations of
stormwater bond and water and sewer bond project funding. The ROW Improvements
Program Manager Hazen and Sawyer recommends that the City proceed with an
amendment to EDAW's agreement in the amount of $63,298. The Administration
recommends approval of the resolution.
T:\AGENDAI2003\ocl1503\consent\EDAWgeotechmemo.doc
ATTACHMENT A
August 8, 2003
EDA W, Inc.
777 1 i" Street, Suite 200
Miami Beach, FL 33139
Attention:
Mr. Cesar M. Garcia-Pons
Senior Associate
Re: Technical Proposal for
Storm Drainage and Water Distribution Improvements
Between 5th and 16th Street
From West of Alton Road to of East Ocean Drive
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
Dear Mr. Garcia-Pons:
Geosol, Inc. (GEOSOL) is pleased to submit this technical proposal to provide geotechnical testing and
engineering services for the above-referenced project. Included herein is an estimate of the work effort
and anticipated approach, based on our understanding of the project.
The attached proposal briefly discusses our understanding of the project based on the design information
provided by Mr. Mauricio Paredes, P.E. of Burns & McDonnell Engineering, Inc. (B&M) on July 15 and
17, 2003. Our services will be performed in order to provide geotechnical information for the
preparation of Design and Construction level documents for this project. The attached recommended
testing and field exploration program briefly discusses our understanding of the project. This proposal is
based on the information provided, our experience in the area, and our experience with similar proj ects.
GEOSOL appreciates your consideration of our firm to undertake this project. If you have any questions
or need additional information, please do not hesitate to call our office.
Sincerely,
GEOSOL, INC.
a ~ -/3 Q-
Oracio Riccobono, P.E.
Senior Geotechnical Engineer / President
Attachments: Fee Proposal
cc: Project File (1)
~
" ,,~ jf
~
6020 N.W.153rd Street
Miami Lakes, FL 33014
Phone (305) 828-4367; Fax (305) 828-4235;
E-mail: geosolusa@aol.com
Storm Drainage and Water Distribution Improvements
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
2
INTRODUCTION
Geosol, Inc. (GEOSOL) is pleased to submit this technical proposal to provide geotechnical testing and
engineering services for the proposed Storm Drainage and Water Distribution Improvements project
between 5 and 16th Street, from west of Alton Road to east of Ocean Drive in the City of Miami Beach.
As part of this project, new drainage and water distribution lines will be constructed. In addition, the
project improvements include milling the existing pavement surface and constructing a bituminous
overlay to rehabilitate numerous existing roadway pavements.
The scope of our work for the project, as requested, will include the performance of soil borings,
performance of borehole percolation testing, collection of asphalt pavement cores from the existing
roadways, laboratory testing, data evaluation, geotechnical engineering analysis, construction suggestions
and considerations.
PROJECT APPROACH
Our services for this project will consist of providing geotechnical exploration and engineering services
in general accordance with the Florida Department of Transportation (FDOT) "Soils and Foundations
Handbook (2000)" and the Miami-Dade County requirements for subsurface explorations. Our
geotechnical study will begin with a review of all the available subsurface test data. Expected sources
include the Miami-Dade County Soil Survey, USGS Maps and any other information that could be
obtained from The Designer. We have developed a recommended testing and field exploration program
in accordance with the requirements of similar projects and industry standards. A quantity of borings and
a summary of the proposed testing and field exploration programs is enclosed herewith for your review
and comments.
PURPOSE AND SCOPE OF SERVICES
After review and acceptance of the proposed laboratory testing and field exploration programs by
EDA W, we will proceed with the testing program. We anticipate this testing program will generally
consist of the following services:
1. Perform site reconnaissance and locate and coordinate for utilities that
may interfere with the drilling operations.
Storm Drainage and Water Distribution Improvements 3
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
2. File permits required for maintenance of traffic (MOT) smce the
drilling operations will affect the roadway traffic control.
3. Perform Standard Penetration Test (SPT) borings for evaluation of the
existing subsurface materials and suitability of these soils for support of
the proposed storm drainage lines. The SPT borings will be drilled to
depths of ranging from 10 to 25 feet below the existing grades. The deeper
borings will be used to provide geotechnical recommendations for ground
support needed during temporary excavations such as steel sheet piles.
The SPT and soil sampling will be performed continuously in the upper
10 feet and at five (5)-foot intervals thereafter until the boring termination
depths.
4. Perform Standard Penetration Test (SPT) borings for evaluation of the
existing subsurface materials and suitability of these soils for support of
the proposed water distribution lines. The SPT borings will be drilled to
depths of ranging from 10 to 15 feet below the existing grades. The SPT
and soil sampling will be performed continuously in the upper 10 feet and
at five (5)-foot intervals thereafter until the boring termination depths.
5. Perform borehole exfiltration tests for general evaluation of drainage
properties of the subsurface materials and French drains.
6. Collect asphalt pavement cores of the existing roadways for determination
of existing pavement thickness.
7. Visually examine all recovered soil samples in the laboratory. Perform
laboratory tests on selected representative samples to develop the soil
legend for the project using the Unified Soil Classification System
(USCS). The laboratory testing will include grain-size analyses, organic
content and natural moisture content. We understand that environmental
corrosion testing (pH, chlorides, sulfates and resistivity) is not required,
8. Measure groundwater levels in the boreholes.
Storm Drainage and Water Distribution hnprovements
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
4
The total number of borings and tests are as follows:
. 30 SPT borings to depths of 10 feet (for storm drainage lines)
. 30 SPT borings to depths of25 feet (for storm drainage lines)
. 25 SPT borings to depths of 10 feet (for water distribution lines)
. 25 SPT borings to depths of 15 feet (for water distribution lines)
. 10 Borehole Exfiltration tests to depths of 15 feet (for storm drainage lines)
. 40 Asphalt pavement cores (for roadway milling and resurfacing)
The data will be used in performing design level geotechnical evaluations and to prepare a geotechnical
engineering report containing the results of the subsurface exploration and laboratory testing programs.
The report will contain the following information:
1. General assessment of area geology.
2. Suitability of the existing shallow soils and groundwater conditions for
foundation support of the proposed storm drainage and water distribution
lines.
3, Suitability of materials at the site for use as engineered fill,
railroad/pavement sub grade fill and general backfill. Engineering criteria
for placement and compaction of approved fill materials.
4. General location and description of potential deleterious materials
encountered in the borings that may interfere with construction progress
or pipe line and pavement performance.
5. Discussion of some critical design or construction considerations based on
the soil and groundwater conditions developed from the borings.
6. Report of Core Boring Sheets summarizing the results of the field and
laboratory testing data for inclusion in the construction documents.
7. Field Drainage Test results.
8. Asphalt pavement thickness measurements.
For location of our borings, we assume that surveyors will verify the boring elevations and locations
after they have been performed or that you will provide topographic cross-sections to allow
inte olation of elevations.
Storm Drainage and Water Distribution hnprovements
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
5
Traffic Control
The work will be coordinated to minimize the amount of traffic disruption. Flagmen, barricades and
signs will be used in accordance with Index 600 Series of the FDOT Roadway and Traffic Design
Standards to allow for continuous traffic flow.
Geotechnical RelJort
A geotechnical engineering report is anticipated for this study. The report will present the results of the
field investigation with site preparation and/or improvement, geotechnical engineering properties and
geotechnical engineering recommendations. The report will contain results of the field and laboratory
testing including index property tests (grain-size analyses, organic content and moisture content) for
classification of the various strata. Additionally, the report will contain the results of asphalt pavement
coring to be used in pavement design. All borings will be plotted with the latest AutoCAD Version.
SCHEDULE
We estimate a time requirement of about five (5) weeks to complete the field work after we receive
formal notice to proceed. The laboratory testing program will take about one (1) week to complete. The
geotechnical report is expected to require two (2) additional weeks for completion. Therefore, we
estimate that we will submit the geotechnical report approximately 8 weeks after we receive notice to
proceed.
For location of our borings, we assume that your surveyor will verify the elevations and locations after
they have been performed.
FEES
Based on our interpretation of the Scope of Services for this project, as well as the previously described
field and laboratory testing programs, we are willing to complete the services outlined in this proposal for
a lump sum of $ 8 8 , 2 9 8 . 0 O. A detailed fee proposal is presented in the attachments for your
reVIew.
Storm Drainage and Water Distribution Improvements
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
6
GEOSOL appreciates your consideration of our firm to undertake this project. To formally authorize
us kindly indicate so by signing and returning the following Acceptance Sheet of Geotechnical
Services.
ACCEPTANCE SHEET OF GEOTECHNICAL SERVICES
AGREED TO THIS
DAY OF
, 2003
BY:
PLEASE PRINT NAME:
TITLE:
FIRM:
Storm Drainage and Water Distribution Improvements
Between 5th and 16th Street (From West of Alton Road to East of Ocean Drive)
City of Miami Beach, Florida
GEOSOL Proposal No. P-203273-C
7
ATTACHMENT
Fee Proposal
GEOSOL, INC.
REVISED FEE PROPOSAL FOR PERFORMANCE OF GEOTECHNICAL SERVICES
FOR STORM DRAINAGE AND WATER DISTRIBUTION IMPROVEMENTS
BETWEEN 5th AND 16th STREET (FROM WEST OF ALTON ROAD TO EAST OCEAN DRIVE)
CITY OF MIAMI BEACH, FL
PREPARED FOR: BURNS & McDONNELL
PREPARED: JULY 23, 2003; REVISED: AUGUST 06 AND AUGUST 07, 2003
GEOSOL PROPOSAL No.: P-203273-C
ASSUMPTIONS'
I. THE PROJECT LENGTH IS APPROXIMATELY 50.440 FEET LONG. APPROXIMATELY, 110 TEST BORINGS WILL BE REQUIRED AS OUTLINED BELOW.
2. THIS PROPOSAL INCLUDES PERFORMANCE OF TEST BORINGS THROUGH THE EXISTING ROADWAYS FOR STORMLlNE REPLACEMENT
TO DEPTHS RANGING FROM 10 TO 25 FEET. THE BORINGS WILL BE SPACED AT 500 FEET INTERVALS.
3. THE 25-FEET DEEP BORINGS WILL BE REQUIRED TO PROVIDE RECOMMENDATIONS FOR TEMPORARY STEEL SHEET PILES AS REQUIRED.
4. WE ESTIMA TE THAT FOR STORMLlNE REPLACEMENT. 30 TEST BORINGS TO 10 FEET AND 30 TEST BORINGS TO 25 FEET WILL BE REQUIRED.
5. THIS PROPOSAL INCLUDES PERFORMANCE OF TEST BORINGS THROUGH THE EXISTING ROADWAYS FOR WATER DISTRIBUTION
TO DEPTHS RANGING FROM 10 TO 15 FEET. THE BORINGS WILL BE SPACED AT 500 FEET INTERVALS.
6. WE ESTIMATE THAT FOR WATER DISTRIBUTION, 25 TEST BORINGS TO 10 FEET AND 25 TEST BORINGS TO 15 FEET WILL BE REQUIRED.
7. THE PROJECT WILL ALSO REQUIRE PERFORMANCE OF BOREHOLE PERCOLATION TESTS: WE ASSUMED 10 TESTS TO DEPTHS OF 15 FEET.
8. THE PROJECT WILL ALSO REQUIRE COLLECTION OF ASPHALT PAVEMENT CORES FOR MILLING AND RESURFACING EVALUATIONS.
WE HAVE ASSUMED A TOTAL OF 40 PAVEMENT CORES SPACED EVENLY SPACED THROUGHOUT THE PROJECT.
9. THE FOLLOWING FEE PROPOSAL WAS DISCUSSED WITH HAZEN AND SAWYER AND BURNS McDONNELL ON 8/7103.
DTiSCR1PTlON
UNITS # OF
UNITS
UNIT
RA TE/ft
TOTAL
$
1. FIELD INVESTIGATION
ROADWAYS
1.1 SPT BORINGS: TOTAL OF 110 BORINGS (55 TO 10 FEET DEEP 25 TO 15 FEET DEEP & 30 TO 25 FEET DEEP)
I.I.I SPT BORINGS TO DEPTHS OF 10 TO 25 FT IN DEPTH
o to 25 FEET Dee;;- FEET 1675 $10.00 $16750.00
I .1.2 Temnora~ Casina Allowance !3-INCH Diameter)
o to 25 FEET Deen FEET 1455 $4.00 $5 820.00
1.1.3 GroutinQ of Borehole (Includes AsnhalI Patchillo'
o to 25 FEET Dee;:; FEET 1675 $4.00 $6700.00
$29,270.00Jl
SUB-TOTAL (SPT BORINGS)
1.2 PERCOLATION TESTS -10 TEST LOCATIONS ASSUMED
1.2.1 Ten no) Borehole Percolation Test Locations to Denths of 15 Feet
1.2.2 Grout Seal Boreholes
I EACH I
I FEET I
10 I $300.00 I
150 I $4.00 I
$3 000.00
~600.00
$3,600.00 II
SUB-TOTAL (PERCOLATION TESTS)
1.3 ASPHALT PA VEMENT CORING
1.3.1 Pavement Cores - Asnhalt
1.3.2 Grout Seal Boreholes / Patchina
I EACH I 40
I EACH I 40
I $100.00 I
I ~20.00 I
$4 000.00
$800.00
Ii
$4,800.0011
SUB-TOTAL (PAVEMENT CORING)
1..MOB1LlZATlONIDEMOBILlZATlON. BORING LAYOUT. COORD1NATlON & UNDERGROUND UTILITY CLEARANCE
2.1 Mobilization! Demobilization of Truck Mounted Drill Ria EACH 5 $250.00 $1 250.00
2.2 Proiect EnQineer HOUR 16 $80.00 $1 280.00
2.3 En2ineer Intern HOUR 24 $60.00 <1 440.00
2.4 Cones/Flaos/Sians/Boards DAY 24 $200.00 $4 800.00
2.5 MessaQe Board DAY 24 $150.00 $3 600.00
2.6 Arrow Board DAY 24 $100.00 $2400.00
2.7 Senior Enaineerino Technician HOUR 64 $55.00 $3 520.00
2.8 Flaoman for Maintenance of Traffic (Assume 24 dausrn>8 hours/dau) HOUR 192 $40.00 $7 680.00
2.9 Off Dutv Policeman (Assume 24 days at 8 hours~r day) HOUR 192 $35.00 $6 720.00
SUB-TOTAL (MOBIDEMOB COORDINATION & UTILITY CLEARANCE)
"
$32 69Q.OOj
$70,360.00 I
TOTAL FIELD INVESTIGATION
DATE = 08/0712003 ITIME = 06:16 PM I PAGE 1 OF 21FILENAME = P203273C.WK4
,.
GEOSOL, INC.
REVISED FEE PROPOSAL FOR PERFORMANCE OF GEOTECHNICAL SERVICES
FOR STORM DRAINAGE AND WATER DISTRIBUTION IMPROVEMENTS
BETWEEN 5th AND 16th STREET (FROM WEST OF ALTON ROAD TO EAST OCEAN DRIVE)
CITY OF MIAMUlEACH. FL
PREPARED FOR: BURNS & McDONNELL
PREPARED: JULY 23, 2003; REVISED: AUGUST 06 AND AUGUST 07, 2003
GEOSOL PROPOSAL No.: P-203273-C
A~S1TMPTIONS'
I. THE PROJECT LENGTH IS APPROXIMA TEL Y 50,440 FEET LONG. APPROXIMATELY. I 10 TEST BORINGS WILL BE REQUIRED AS OUTLINED BELOW.
2. THIS PROPOSAL INCLUDES PERFORMANCE OF TEST BORINGS THROUGH THE EXISTING ROADWAYS FOR STORMLlNE REPLACEMENT
TO DEPTHS RANGING FROM 10 TO 25 FEET. THE BORlNGS WILL BE SPACED AT 500 FEET INTERVALS.
3. THE 25-FEET DEEP BORlNGS WILL BE REQUIRED TO PROVIDE RECOMMENDATIONS FOR TEMPORARY STEEL SHEET PILES AS REQUIRED.
4. WE ESTIMATE THAT FOR STORMLlNE REPLACEMENT. 30 TEST BORlNGS TO 10 FEET AND 30 TEST BORlNGS TO 25 FEET WILL BE REQUIRED.
5. THIS PROPOSAL INCLUDES PERFORMANCE OF TEST BORINGS THROUGH THE EXISTING ROADWAYS FOR WATER DISTRlBUTION
TO DEPTHS RANGING FROM 10 TO 15 FEET. THE BORlNGS WILL BE SPACED AT 500 FEET INTERVALS.
6. WE ESTIMATE THAT FOR WATER DISTRIBUTION. 25 TEST BORINGS TO 10 FEET AND 25 TEST BORINGS TO 15 FEET WILL BE REQUIRED.
7. THE PROJECT WILL ALSO REQUIRE PERFORMANCE OF BOREHOLE PERCOLATION TESTS: WE ASSUMED 10 TESTS TO DEPTHS OF 15 FEET.
8. THE PROJECT WILL ALSO REQUIRE COLLECTION OF ASPHALT PAVEMENT CORES FOR MILLING AND RESURFACING EVALUATIONS.
WE HAVE ASSUMED A TOTAL OF 40 PAVEMENT CORES SPACED EVENLY SPACED THROUGHOUT THE PROJECT.
9. THE FOLLOWING FEE PROPOSAL WAS DISCUSSED WITH HAZEN AND SAWYER AND BURNS McDONNELL ON 8/7/03.
DESCRIPTION
UNITS # OF
UNITS
UNIT
RATElft
TOTAL
$
3 LABORATORY PROGRAM
3.1 En2ineer Intern for Visual Examination of SamDJes HOUR 32 $60.00 $1 920.00
3.2 Emzineer Intern for Subsurface Stratification HOUR 16 $60.00 $960.00
3.3 Grain Size Analvses EACH 30 $45.00 $1 350.00
3.4 Natural Moisture Test EACH 30 $ 10.00 $300.00
3.5 Onanic Content Test EACH 20 $40.00 $800.00
3.6 Corrosion Series (nH Chloride Sulfate Resistivitv) EACH 0 $120.00 $0.00
TofALLABORATORYPROGRAM
$5.330.00 II
TOTAL FIELD AND LABORATORY PROGRAM
[
I
$75.690.00 I
<l..El'lillNEERlNG AND TECHNICAL SERYICES
4.1 Senior Proiect En.ineer (P.E.) HOUR 16 $115.00 $1 840.00
4.2 Proiect En.ineer P.E HOUR 64 $80.00 $5 120.00
4.3 En.ineer Intern (ED HOUR 32 ~60.00 $ I 920.00
4.4 Technical Draftsman HOUR 48 $45.00 $2 160.00
4.5 Secretarial/word Processinp HOUR 16 ~38.00 $608.00
4.6 Pro;ecI En.ineer (For Meetin.s Data Collection & Coordination) HOUR 12 $80.00 $960.00
TOTAL ENGINEERING SERVICES
~----$12,608.00 II
I $88,298.00 I
TOTAL GEOTECHNICAL FEES FOR PROJECT
" n ""~2'~Y'1i"~:P ~tt:.$
:~ -1 ~_ t"i.' ~ _' W'.J; iJ
~
f .. ,,:!",' \.-,31
:i~ "';~;; ",^'!':l:;~~ ~
DATE = 08I07/20031T1ME = 06:16 PM \ PAGE 2 OF 2 \FILENAME = P203273CWK4