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Home My WebLink About2012-113 Board of County Commissioners 1801 27th Street Vero Beach , Florida 32960 CONSTRUCTION MATERIALS TESTING for Oslo Roadway Improvements, Phase III ( 43rd Avenue to 58th Avenue ) IRC Project No . 0517 WORK ORDER NO . 2 ( Engineering Division ) FOR FOR PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES CONTRACT RFQ No . 2010021 WITH GFA International , Inc . 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 ( Exhibit A ) dated May 25 , 2012 and shall comply with Standards enumerated in the ANNUAL GEOTECHNICAL SERVICES CONTRACT , RFQ 2010021 WITH GFA INTERNATIONAL INC Effective Renewal Date : March 3 , 2012 . Minimum Specification Requirements as follows : Soil Compaction Concrete Compressive Strength Testing Asphaltic Roadway Surfacing Testing Laboratory testing Engineering reporting All work shall also comply with the current Florida Minimum Technical Standards . I ; , gn .,d ! , •; � ). L , h , � . nl I 'h.� .. Ill lt ,,�d �� _i � Inp . , , . rnuu . l Virl n � ulup . u1 � I �U11 �� na ' ( � 1 A � ,i ; l.p - ; AI ' . .nl ` UU AI IttiN ( � ' llA ; WO #2 Oslo Roadway Improvements, Phase III (43rd Avenue to 58th Avenue ) IRC Project No . 0517 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 " Fee Schedule and Man Hours . A Not-to - Exceed Amount of : $ 46 , 040 . 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 the RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT, RFQ 2010021 WITH GFA INTERNATIONAL , INC . Effective Date : March 3 , 2012 TIME FOR COMPLETION This Work Order No . 2 shall run concurrently with the construction work for the Oslo Roadway Improvements , Phase III ( 43rd Avenue to 58th Avenue ) IN WITNESS HEREOF the parties hereto have executed these presents This 19th day of June 120129 OWNER GFA INTERNATIONAL, INC . BOARD OF COUNTY COMMISSIONERS 590 NW Mercantile Place INDIAN RIVER COUNTY, FLORIDA PORT ST. , UCIE, FLORIDA Gary C . Whee r, Chairman Anthony Macaluso, Branch Manager Approved by BCC 06 - 19- 2012 Witnessed by : ATTEST : Jeffrey K . Barton, Clerk of Circuit Court Deputy Clerk (Printed name) t, h 11 IQA • l pMMISS/0 Approved as to Form and Le al ,'' ��l • 4tr . 9J; aSufficiey : eo . a Ilk Alan S . Polackwi h, Sr. , Count J Attorney :�pj• 0�:� / YYYYY 4NN NNYr oseph A Baird , County Administrator hII p+ ) 0(11,t II Ia VIII I I III i: ha i i _dInuc it tkN q I n II I e/ k PrtIpu,, ( I i „ r UJo 6kI k I J . I'h;o• III RI" , 11111)1 mrnIN I II / I ..IIILI I III vt s; I ' . AAnY ' GI A to I IxN( I_' . do� 'uiaL I l l2r�RNA'ClO�Av May 25 , 2012 Aruna Wera oda , P . E . Indian River County 1801 27th Street , Building A Vero Beach , Florida 32960 -3388 Email : aweragoda (cDircgov . com Re : Oslo Road , Phase III Roadway Improvements Indian River County , Florida Proposal No . 12 -0982 . 01 Ladies and Gentlemen : A . M . Engineering and Testing , Inc . is pleased to submit the following estimate of the soil and concrete testing costs for the referenced project . The estimate is based on FDOT 2010 Standard Edition , our unit prices , our interpretation of the project specifications , and our experience on similar type projects . The actual testing costs could vary depending on site conditions , construction schedules , or engineer requirements . You would only be invoiced for work performed . PAVEMENT AREA SOILS (Minimum of three test per trip .) TEST QUANTITY UNIT PRICE AMOUNT Base Density ( 2 Lift ) 84 20 11680 Subgrade Density 62 20 17240 Curb Pad Density 62 20 1 , 240 Stabilized Subgrade Limerock 26 250 61500 Bearing Ratio ( LBR ) Sidewalk & Shoulder Density 32 20 640 Embankment Density 230 20 41600 Technician Time 56 45 21520 $ 18 , 420 UNDERGROUND UTILITIES STORM DRAINAGE BELOW PAVEMENT (Minimum of three test per trip .) TEST QUANTITY UNIT PRICE AMOUNT Storm Drain Backfill Density 770 20 15 , 400 Technician Time 68 45 31060 $ 18 , 460 Oslo Road, Phase 111 Roadway Improvements May 25, 2012 Proposal No. 12-0982. 01 Page 2 of 2 PROCTORS & OTHER LAB TESTING (Based on one Proctor test for each soil type .) TEST QUANTITY UNIT PRICE AMOUNT Soil Proctor 8 75 600 Base Material Proctor 5 90 450 Soil Classification : Sieve Analysis for Soil ( Full gradation including No. 200 sieve - 8 does not include hydrometer 65 520 analysis ) Atterberg Limits ( Liquid limit and 8 plastic limit) 95 760 Organic Content 8 30 240 $2 , 570 CONCRETE TESTING (Based on one set of four 4 " by 8 " cylinders per 50 cubic yards or fraction thereof for each class of concrete per day.) TEST QUANTITY UNIT PRICE AMOUNT Bridge & Sidewalk Test 62 70 Cylinders 4 , 340 Technician Time ( Stand by Time ) 50 45 2 , 250 TOTAL $ 6 , 590 SUMMARY Pavement Area Soils 18 , 420 Underground Utilities Storm 18 , 460 Drainage Proctors , Soil Classifications , Organic Content 2 , 570 Concrete Testing 61590 ESTIMATED TOTAL $46 , 040 GFA International , Inc . has appreciated the opportunity to be considered for this project . If you have any questions , please call Anthony Macaluso or David Alker at ( 772 ) 924 -3575 . Respectfully submitted , GFA INTERNATIONAL , INC . Accepted by : llrIiled('r Al Anthony Macaluso , Branch Manager Date