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1 5 6 , 3 . <br /> 3 - ? - <br /> SECTION 00530 — 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 6th day of April in the <br /> year 20 - l Iby and between Indian River County Solid waste Disposal District ; a dependent special <br /> district of Indian River County , which is apolitical subdivision in the State of Florida ( hereinafter called <br /> OWNER) and Guettler Bros . Construction , LLC . ( hereinafter called <br /> CONTRACTOR ) . <br /> OWNER and CONTRACTOR , in consideration of the mutual covenants hereinafter set forth , agree <br /> as follows : <br /> ARTICLE 1 WORK <br /> CONTRACTOR as an independent contractor and not as an employee shall furnish <br /> and complete all of the necessary labor, material , and equipment to perform the work <br /> as specified or indicated in the Contract Documents . The work is generally described <br /> as follows : <br /> Site preparation for Cell 1 subgrade prior to construction of the liner system and <br /> construction of a vertical expansion access road to the top of the existing Class <br /> landfill . <br /> General requirements of the work to be performed at the Indian River County Landfill , <br /> Phase I Cell 1 site preparation shall include the items listed below . <br /> 1 . Surveying for earthwork staking and for establishment of control points for all <br /> drainage ditches , pipes and culverts . All surveying shall be done in accordance <br /> with the Technical Specifications , The Owner will provide surveying for as - built <br /> record drawings and for measurement and payment purposes . Contractor shall <br /> provide its own surveying necessary to execute the Work described in the Contract <br /> Documents . <br /> 2 . Clearing , grubbing , and stripping of the designated Cell 1 , Cell 2 and perimeter <br /> access road areas , and clearing and stripping of the vertical expansion access road <br /> area . <br /> 3 . Installation of all sediment and erosion control measures , as described in the <br /> Technical 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 <br /> meets the requirements of the Technical Specifications . Stockpiling in designated <br /> areas and maintenance of stockpiles shall be the responsibility of the Contractor . <br /> 6 . All earthwork related to the construction of Cell 1 , future Cell 2 , perimeter drainage <br /> ditch and perimeter access road as shown on the Construction Drawings and <br /> meeting the requirements of the Technical Specifications . <br /> 7 . All earthwork related to the construction of the vertical expansion access road as <br /> shown on the Construction Drawings and meeting the requirements of the <br /> Technical Specifications . <br /> 00530- 1 <br />