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SECTION 00530 <br />EJCDC STANDARD FORM OF AGREEMENT <br />BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE <br />THIS AGREEMENT ("Agreement" or "Contract") dated the 21h day of June in the year 2023 <br />by and between Indian River County Solid Waste Disposal District, a dependent special district of <br />Indian River County, which is apolitical subdivision in the State of Florida (hereinafter called <br />OWNER) and Ryan Incorporated Southern (Hereinafter called CONTRACTOR). <br />OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as <br />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 specified or <br />indicated in the Contract Documents. The work is generally described as follows: <br />Site preparation for Cell 3(including 50 ft into future Cell 4) subgrade prior to construction of <br />the liner system, perimeter access roads areas and perimeter ditch around Cell 3 & future Cell 4. <br />General requirements of the work to be performed at the Indian River County Landfill, Phase <br />1 Cell 3 site preparation shall include the items listed below. <br />1. Surveying for earthwork staking for Cell 3 as shown on the construction drawing - 4A <br />and for establishment of control points for all perimeter drainage ditches and perimeter <br />access roads. All surveying shall be done in accordance with the Technical <br />Specifications. The Owner will provide surveying for as -built record drawings and for <br />measurement and payment purposes. Contractor shall provide its own surveying <br />necessary to execute the Work described in the Contract Documents. <br />2. Clearing, grubbing, and stripping of the designated Cell 3(including 50 ft into future <br />Cell 4) as shown on the Construction drawings(4A), perimeter access road areas, and <br />drainage ditches. <br />3. Installation of all sediment and erosion control measures, as described in the Technical <br />Specifications and Construction Drawings. <br />4. Use of appropriate dust control measures during earthwork operations. <br />5. Furnish materials for general fill, structural fill, and stabilized base material that meets <br />the requirements of the Technical Specifications. Stockpiling in designated areas and <br />maintenance of stockpiles shall be the responsibility of the Contractor. <br />6. All earthwork related to the construction of Cell 3, perimeter drainage ditch and <br />perimeter access road as shown on the Construction Drawings and meeting the <br />requirements of the Technical Specifications. <br />00530-1 <br />