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r <br />n <br />BID ITEM- EROSION CONTROL. <br />(� The work specified in this item shall conform to Section 120 of the Florida Department of Transportation <br />Specifications for Read and Bridge Construction. (2000 Edition). Excess fill removed to be delivered to <br />Indian River County to a site designated by the County Engineer. <br />I' <br />nsm of ayrom <br />Payment for the work specified in this item shall be made under: <br />Bid Item Erosion Control Lump Sum <br />i <br />BID ITEM -GRADING EXCAVATION FMRANKMFNT <br />The work specified in this item shall conform to Section 120 of the Florida Department of Transportation <br />Specifications for Road and Bridge Construction. (2000 Edition). Excess fill removed to be delivered to <br />Indian River County to a site designated by the County Engineer. <br />This item shall include all excavation of whatever kind, including subsoil, if necessary, for the roadway, <br />drainage channels, removal of existing pavement, structures and any other work normally included in <br />Section 120. Also included is all work necessary to construct all necessary embankments, including <br />compaction ofsame, normally included in Section 120. Grading of swales and the construction ofall earth- <br />work necessary to achieve the final elevations, lines, grades and <br />contours shown on the plans shall he included in this item. No other additional payment will be made for <br />any earthwork, grading or excavation. <br />It�avment <br />Payment for the work specified in this item shall be made under: <br />Bid Item Grading, Excavation, Embankment Lump Sum <br />BB) ITEM - <br />Contractor shall include a unit price for subgrade preparation. The Engineers sole discretion will determine <br />the location of subgrade preparation used in the Project. <br />The work specified in this item shall conform to Section 160 of the Florida Department of Transportation <br />Specifications for Road and Bridge Construction (2000 Edition) as modified herein. No base will be <br />constructed until density tests, as directed by the Engineer, show the specified values have been attained. <br />The subgrade shall be stabilized to the depth shown in the plans and/or itemized proposal. <br />SP -8 <br />