HomeMy WebLinkAbout2016-150 INDIAN RIVER COUNTY
PUBLIC WORKS DEPARTMENT
RENEWAL AND AMENDMENT NO. 1 TO AGREEMENT FOR ANNUAL PROFESSIONAL GEOTECHNICAL
ENGINEERING SERVICES BETWEEN GFA INTERNATIONAL, INC. FLORIDA
This is a Renewal and Amendment No. 1 to the Agreement for Annual Professional Geotechnical
Engineering Services dated September 23, 2014 between GFA International, Inc. (GEOTECHNICAL
PROFESSIONAL) and Indian River County, a political subdivision of the State of Florida, 180127 th Street,
Vero Beach, Florida, 32967 (COUNTY).
WHEREAS, the Parties entered into an Agreement for Annual Professional Geotechnical Engineering
Services(Master Agreement) dated September 23, 2014; and
WHEREAS, Section III—SCOPE OF SERVICES, Item No. 5 provides for the compensation for basic
services to the GEOTECHNICAL PROFESSIONAL; and
WHEREAS, Section V111 of the Master Agreement provides for PAYMENTS and the Parties desire
to amend the Master Agreement to reflect payments made by the County on a monthly basis; and
WHEREAS, Section XIII of the Master Agreement provides for GEOTECHNICAL PROFESSIONAL'S
PERSONNEL ASSIGNED TO THE PROJECT and the Parties desire to add to the Master Agreement; and
WHEREAS, Section XVII of the Master Agreement provides for the DURATION OF AGREEMENT
and the parties desire to renew the Master Agreement for one additional two year term; and
WHEREAS, Section XXIV of the Master Agreement provides for PUBLIC RECORDS COMPLIANCE
and the Parties desire to amend the Master Agreement;
NOW,THEREFORE, in consideration of the following mutual covenants and agreements Indian
River County, Florida and GEOTECHNICAL PROFESSIONAL agree as follows:
1.The Agreement for Annual Professional Geotechnical Engineering Services dated September 23,
2014 is amended as follows:
Section 111—Scope of Services—Item No. 5 shall read as follows:
5. Compensation to the GEOTECHNICAL PROFESSIONAL for basic services shall be in
accordance with each Work Order, as mutually agreed upon by the
GEOTECHNICAL PROFESSIONAL and the COUNTY. Current fee schedule is included
in "Exhibit A" attached to this Renewal and Amendment No. 1, and will be
included as part of each Work Order when approved.
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Section VIII—Payments—The following shall be added to the Master Agreement:
The GEOTECHNICAL PROFESSIONAL shall submit invoices for periodic progress payments for
services performed the preceding calendar month no more than once per month for each
COUNTY project for which services are billed. The invoice shall be submitted no later than the
fifth business day of the month. Invoices shall identify, at a minimum, the following information:
Purchase Order Number (if applicable), Work Order Number (if applicable), COUNTY Project
Number, Project Description as set forth in the Contract. Information submitted in support of
individual charges shall be provided in the same order as listed on the invoice summary, only
information directly related to the invoice shall be included as part of the invoice package.
Section XIII —Geotechnical Professional's Personnel Assigned to the Project—The following shall
be added to the Master Agreement:
All firms providing service under the Master Agreement shall provide resumes for staff that are
to be utilized under the Master Agreement for review and approval.
Section XVII—Duration of Agreement
The Master Agreement is hereby renewed for an additional two year period beginning on
September 23, 2016 and ending on September 22, 2018.
Section XXIV—Public Records shall read as follows:
A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The
GEOTECHNICAL PROFESSIONAL shall comply with Florida's Public Records Law. Specifically, the
GEOTECHNICAL PROFESSIONAL shall:
(1) Keep and maintain public records that ordinarily and necessarily would be required by the
COUNTY in order to perform the service.
(2) Provide the public with access to public records on the same terms and conditions that the
COUNTY would provide the records and at a cost that does not exceed the cost provided in
chapter 119 or as otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from public records
disclosure requirements are not disclosed except as authorized by law.
(4) Meet all requirements for retaining public records and transfer, at no cost, to the COUNTY
all public records in possession of the GEOTECHNICAL PROFESSIONAL upon termination of
the Agreement and destroy any duplicate public records that are exempt or confidential
and exempt from public records disclosure requirements. All records stored electronically
must be provided to the COUNTY in a format that is compatible with the information
technology systems of the COUNTY.
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B. Failure of the GEOTECHNICAL PROFESSIONAL to comply with these requirements shall be a
material breach of the Master Agreement.
2. Except as supplemented herein, the terms and conditions of the Master Agreement shall
remain in full force and effect. To the extent of any conflict between the terms of this Amendment and
the terms of the Master Agreement, the terms of this Amendment shall control.
3.This Amendment No. 1, regardless of where executed, shall be governed by and construed
according to the laws of the State of Florida.
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IN WITNESS WHEREOF, this Amendment No. 1 to Agreement is executed by the authorized
representatives of the parties as of the day and year first above written.
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY, FLORIDA
COUN ,.
Bob Solari, Chairman (Signature) \j
(Printed name and title
Approved by BCC September 217, 2016 THOMAS MONTANO--�Q�
ATTEST:
Jeffrey R.Smith,Clerk of Court and Comptroller
Witnessed by:
l
Deputy Clerk (Printed name)
DARCEE M PILARSKI
Approved as to Form and Legal Su iency:
William K. DeBr al, Deputy County Attorney Jason E Br wn, County Administrator
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GFA INTERNATIONAL
521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986
(772)924-3575 OFFICE - (772)924-3580 FAX
RATESCHEDULE
Indian River County Public Works Department—September 23,2016 to September 22,2018(RFQ 2014007)
SOIL TESTING
Standard or Modified Proctor(sandy soils) ...... .... . .... ................................................. .... . .... ... ........$75.00/ea.
Standard or modified Proctor(limerock/shell)... .. . . .... .. .... ......................................... ...... .. . ... . .......90.00/ea.
Field Density Test(nuclear method)—Minimum 3 tests per trip ................................................... . . .....20.00/ea.
Field Density Test(sand cone method)—Minimum 3 tests per trip . ...... .... ....................................... . . 27.00/ea.
Limerock Bearing Ratio(L.B.R.)............................................................................... .. ....... . . .... . ......... 250.00/ea.
FloridaBearing Value(F.B.V.)........................ ...... ............................................................................. .. . ..25.00/ea.
Sieve Analysis with Hydrometer................................ ......... .............................................................................175.00/ea.
Sieve Analysis for Soil(full gradation including No.200 sieve-does not include hydrometer analysis)65.00/ea.
Sieve Analysis(material finer than No.200 sieve by washing). ...... .... . ......... .... .... ....... . .. ................. 30.00/ea.
Laboratory Permeability Test (sandy soils). ... ........................ .... .................................... .... . .... . .. . ... 85.00/ea.
Atterberg Limits(liquid limit and plastic limit) ....................................................................................... ..95.00/ea.
Chemical Analysis(carbonates of calcium and magnesium) .....................................................................60.00/ea.
MoistureContent.... ..... ........................................................................... .... ................................................25.00/ea.
OrganicContent............................................... ... .... . .. .... .. . . .. . .. . . .. ...... . .... .. .... . .. .... .... . .... .... . .30.00/ea.
Corrosion Series Tests......... . . .............. ....... . . .........................................................................................150.00/ea.
Sampling Trip Charge(if not in conjunction with additional testing)................................................45.00/hr.
CONCRETE TESTING
Concrete Cylinders: (4"x 8"cylinders) slump test,casting,curing and testing.........................................$70.00/set
SlumpTest........ . . . . . . ......................................... .... .... ....... .... . ....................................................... ...... 15.00/hr.
AirContent............... . . .................................... . .... . ......... ....... ............................ ...... . . .......... . .. . .......25.00/ea.
UnitWeight of Concrete........................... . . . . .... ................................. ........ .. ....... . ... . . ....... ........... . 30.00/ea.
Windsor Probe(3 shots per location) ............................ .. . .. . .... . . ... ...................................................150.00/ea.
Swiss Hammer Test(minimum of 3) ....................... . .. . .. ....... ........................................ . .. . .. . .... .... ...50.00/ea.
Field Coring(minimum of 3) ................................. ...................................... . . .. .. . .. .... .... . .... ......... .... 50.00/ea.
Mobilization/Demobilization for Field Coring ... ......................... .. . . . ... .......... ...................75.00/ea.
Compression Testing of Field Cores .......... ........ ............................... . . .. ...................................... .. ... ...30.00/ea.
Mortar Cubes(set of 6) ......................... . ................. . . . . .. .... .. ................ . ....... . .... . .. . .. . . .. ...... ....70.00/set
GroutPrism(set of 3) ................................. ............ .... .... .. . . ..................... ...... .. . ......... .......................75.00/set
ASPHALT TESTING
Stability Tests(Marshall) ............................. . ..................... .. . . .. . .......................... .. ....... ...... . . . ....$130.00/ea.
Bitumen Content(Extraction) .............. . ... .................. . . .... .. . ..................... . .. ......... .... ...................125.00/ea.
Sieve Analysis of Extracted Aggregate ......... ............... .. . .. .... ....................... .... . .. .. .... .......................50.00/ea.
Asphalt Thickness Determination using 2" or 4" Core Drill(minimum of 3) ........................... . . .. ......30.00/ea.
6"Core Drill(per D.O.T. specs) 1- 10 Cores .................... . . .................................. .... . .............40.00/ea.
AdditionalCores .... . .... ..... ............... .... .............. .... . .. .................. .... .... .. . ...........................30.00/ea.
Mobilization/Demobilization.... . . ............................. .. .. . .......... .. . . .... .. .............. .. . . .75.00
Specific Gravity of Asphalt Cores for Density Determination .. ............. .... . .... ....................... .. .... . ..25.00/ea.
ENGINEERING SERVICES
ProjectEngineer...... . ........................ . . . ............ . .. . ............ . .. . .. ................ .... ............................... $125.00/hr.
StaffEngineer . ............................................. ... ............. . . ................... .. . .... ........................ .... . . .........85.00/hr.
ProjectManager .... ... . .................... . . . . ............ .... ......... .... .... . ..................... . ............................ ..... 80.00/hr.
SeniorTechnician................. ...... .................. . ........ .... . ................. . .. .. ................ .. . .... ....................... 50.00/hr.
Technician Inspection Services:
RegularTime ........ ...... . ................ . .......... .. ................... .. . .............. .. . .. . .. ............... . .... ... 45.00/hr.
Overtime(5:00pm—7:00am) . ... ........ . ................... ................... . ...................... .... . ................ 55.00/hr.
Overtime(weekends)... .................. ............... ....................................... ....... ....................... . ...... 65.00/hr.
Monitoring of Pile Installation:
RegularTime ............. ................ . ............. .............. ...... .. ......... . ..... . ................... . .................55.00/hr.
Overtime(5:00pm—7:00am)................................... ............................................. .................... ... 65.00/hr.
GFA INTERNATIONAL
521 N.W.ENTERPRISE DRIVE,PORT ST.LUCIE,FLORIDA 34986
(772)924-3575 OFFICE - (772)924-3580 FAx
RATE SCHEDULE (PAGE 2)
Indian River County Public Works Department—September 23,2016 to September 22,2018 (RFQ 2014007)
Steel Inspection(Visual Welding Inspection and Bolt Inspection):
RegularTime .......... .. .. .......................... . . ............ . ......... ................. ........................................55.00/hr.
Overtime ............................ ... .................... ........ ...................... ........ ......................................... 65.00/hr.
Clerical Services ............ ........40.00/hr.
......................................................................................................... ............... .
Threshold Inspection Services ................................ . ... ..................... .......... .... ..... .....Prices quoted upon request
STANDARD PENETRATION TESTING
0-501.................................................................... ........................... .......... ...... ....... ........ ........ .......... .12.00/ft.
50'-75'.. . .. .... .................................................................. ........................................ ......................................15.00/ft.
Additional Samples(10'to 25') ............................................................................................................................. 20.00/ea.
Additional Samples(25'to 50') ..................... ................ ......... ........ ...... . ....... ........ ....... . ........... ... 25.00/ea.
Additional Samples(50'to 75') ......................................... ......... ......... ...... ...... ....... ....... .. .......... ...30.00/ea.
Mobilization/Demobilization(25 mile radius)...................................................... ........ . .... ....... .... 150.00 lump sum
Groutingof SPT holes ................................ ............... .......... .......... ................................................................ 2.50/ft.
For samples placed in jars,the cost of the jars are additional with no markup.
DUTCH CONE PENETROMETER(CPT)TESTING
0-50'........................................................................................ ....... .......... ..........................................................9.00/ft.
50'-75'............. .. .. ........................................ ................................................... ..... . ....... ........... .............13.00/ft.
75'+....................................................................................... .. ........................................................... .. ............ 16.00/ft.
Mobilization/Demobilization(25 mile radius).................... ......... ................................................................175.00/job
HAND CONE PENETROMETER(HCP)TEST
01-61.................................................. . ............................. ....... ....... ....................................... ........ ........10.00/ft.
6'+................................ ................................... .......................... ........ ........................................ ..........12.00/ft.
Mobilization/Demobilization(25 mile radius).... ......................... .......... ....... ................................. . ....100.00/job
HAND AUGER BORINGS
0-6........................................................ . .. .................. ................................. ..... ........ ......................... ....8.00/ft.
6-10'..................................................... ........................... ........... ............................. ...... . ......................... .......11.00/ft.
Mobilization/Demobilization(25 mile radius).......................... ........................... ..... ..............................100.00/job
EXFILTRATION TEST FOR STORMWATER MANAGEMENT
SFWMDUsual Open Hole Test..................... . ........................................................... ...... ........................... .300.00/ea.
ROCK CORING,BORINGS FROM BARGE OR OTHER SPECIALTY DRILLING
Prices quoted based on project
MONITOR WELLS
Prices quoted based on project
HAZARDOUS WASTE ASSESSMENT
Prices quoted based on project
PHASE I ENVIRONMENTAL PROPERTY ASSESSMENT
Prices quoted based on project
ADDITIONAL TESTING,DRILLING OR ENGINEERING SERVICES
Prices quoted based on project
Respectfully Submitted,
GFA INTERN IONAL,INC.
Thomas ontano,Branch Manager