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a <br /> LOCATIONS: <br /> Atlanta <br /> UNIVERSAL M Daytona Beach <br /> ENGINEERING SCIENCES • Fort Myers <br /> • FortPierce <br /> Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville <br /> • Jacksonville <br /> Geophysical Services • Construction Materials Testing ° Threshold Inspection • Kissimmee <br /> Building Inspection • Plan Review • Building Code Administration • Leesburg <br /> Miami <br /> Ocala <br /> Orlando (Headquarters) <br /> L� <br /> February 15 , 2011 o (� n Panama Cit <br /> Panama City• <br /> • Pensacola <br /> Rockledge <br /> Sarasota <br /> Mr . Mike Nixon Tampa <br /> Roadway Production Manager West Palm Beach <br /> Indian River County Engineering Division <br /> 1801 27th Street <br /> Vero Beach , FL 32960 <br /> Reference : Budget Estimate Proposal for Construction Materials Testing Services <br /> Oslo Road Improvements from 43rd Ave to 27th Ave <br /> Indian River County , Florida <br /> Universal Proposal Number : 0310 . 0211 . 00012 <br /> UES DOCS Number : 881184 <br /> Dear Mr . Nixon : <br /> Universal Engineering Sciences , Inc . ( Universal ) is pleased to provide this proposal for <br /> Construction Materials Testing ( CMT) services at the above- referenced project in accordance <br /> with the project specifications and Indian River County requirements . <br /> We are confident that our experience , quality of service , professional attitude and proximity to <br /> the site will be of value throughout the design and construction phases of the project . <br /> PROJECT DESCRIPTION <br /> We understand that this � roject is the 2nd phase of roadway improvements on Oslo Road <br /> from 43rd Avenue to 27t Avenue in Indian River County , Florida . These improvements <br /> include stormwater utility installation , new sidewalk installation , roadway reconstruction , <br /> widening and resurfacing . We estimate the following quantities : <br /> • +/- 300 LF of 2 foot depth of embankment fill <br /> • +/- 57000 LF of stabilized subgrade and base course on Oslo Road <br /> • +/- 4 asphaltic concrete driveways with stabilized subgrade and base course <br /> +/- 57100 LF of storm drain and 10 cross drains <br /> • +/- 42 storm drain structures/inlets <br /> • +/- 16 , 100 SY of mill and overlay 1 " SP 9 . 5 <br /> • +/- 361500 SY of 2 " SP 12 . 5 and 1 " SP 9 . 5 <br /> • +/- 11 , 000 LF of curb and gutter including intersecting streets <br /> 0 +/- 67500 LF of sidewalk <br />