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� - 3 - � <br /> SECTION 00530 - EJCDC <br /> STANDARD FORM OF AGREEMENT <br /> �1r o F ) 77 <br /> BETWEEN OWNER AND CONTRACTOR <br /> ON THE BASIS OF A STIPULATED PRICE <br /> THIS AGREEMENT ("Agreement" or "Contract') , dated the 3 day of &*,,sL in <br /> the year 2008 by and between Indian River County, a political subdivision of the State of <br /> Florida ( hereinafter called OWNER) and SPS Contracting. Inc. of Vero Beach . FL <br /> (hereinafter called CONTRACTOR ) . <br /> OWNER and CONTRACTOR , in consideration of the mutual covenants hereinafter set <br /> forth , agree as follows : <br /> ARTICLE 1 WORK <br /> CONTRACTOR as an independent contractor and not as an employee shall furnish and <br /> complete all of the necessary labor, material , and equipment to perform the work as <br /> specified or indicated in the Contract Documents. The work is generally described as <br /> follows: <br /> A. CONTRACTOR shall complete all work as specified or indicated in the Contract <br /> Documents. The work is generally described as follows which shall include , but is <br /> not necessarily limited to the following. <br /> Indian River County (/RC) proposes to construct potable water, non- <br /> potable water and wastewater improvements generally within the <br /> Florida Department of Transportation (FDOT) right-of-way of State <br /> Road 60 (SR 60) between the 8300 block of SR 60 (lust west of 827d <br /> Avenue), and Indian Creek Boulevard in Indian River County, <br /> Florida. The improvements are intended to replace and/or adjust <br /> existing water, non potable water, and wastewater systems in a <br /> manner that will eliminate potential conflicts between /RC's systems <br /> and future FOOT roadway improvements. The FDOT's roadway <br /> improvements are not Included in the scope of work under this <br /> Contract <br /> Water Main <br /> Potable Water improvements consist of. <br /> On the north side of SR 60, from 8300 SR 60 to 7500 SR 60 <br /> (Pine Creek Boulevard), the replacement of 16" water main <br /> with 4312 /f 16" PVC, and 1125 /f 18" HDPE Directional Bores (3 <br /> bores). <br /> On the south side of SR 60, from 82nd Avenue to 8000 SR 60, the <br /> construction of new we ter main loop, with 644 If 12" PVC and <br /> 230 K 14" HDPE Directional Bores (2 bores). <br /> On the south side of SR 60, from 7700 SR 60 to 7500 SR 60 the <br /> replacement of 12" water main with 198 /f 12" PVC, 340 IF 14" <br /> HDPE Directional Bore (1 bore), and 742 If of 14" HDPE <br /> (Conventional Open Cut). <br /> 00530- 1 <br />