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i <br /> castings for catch basins , manholes , or other structures shall be carefully removed <br /> 1• and stored in the County's Storage Yard if they are deemed salvageable by the <br /> Engineer. The excavated materials shall be removed from the job site and disposed in <br /> a location designated or approved by the Owner. Where required , suitable material as <br /> approved by the Engineer shall then be backfilled and compacted to restore the <br /> original contour of the ground . The fill material shall be backfilled and compacted in <br /> accordance with Section 120 of these specifications . <br /> i <br /> H . No additional payment will be made, nor will additional work , or change orders be <br /> authorized for work needed to remove , relocate, protect, or otherwise account for in <br /> the construction of the work depicted in the plans , for any feature, or item that would <br /> be apparent from a careful inspection of the site and review of the plans , even though <br /> such feature or item is not specifically called out in the plans . It is therefore essential <br />" the contractor make such inspection and review. <br /> I . The unit price bid for this item shall include the cost of all labor, tools , and equipment <br /> necessary to excavate , remove , and dispose of those items as directed by the <br /> Engineer and where designated on the Drawings. The cost of restoration and backfill <br /> and compaction for the specific area of removal shall also be included underthis item . <br /> i <br /> Item o_ f Pent <br /> Payment for the work specified in this item shall be made under: <br /> Bid Item 4 - Clearing and Grubbing - Lump Sum <br /> The provisions of Special Provisions , Paragraph 9 shall be applicable and the costs thereof <br /> included under this item . <br /> ITEM NO. 5 — GRADING . EXCAVATION AND EMBANKMENT <br /> The work specified in this item shall conform to Section 120 of the Florida Department of <br /> Transportation Specifications for Road and Bridge Construction . ( Latest Edition) . Excess fill <br /> removed to be delivered to 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 <br /> roadway, drainage channels , removal of existing pavement, structures and any other work <br /> normally included in Section 120-7 . Also included is all work necessary to construct all <br /> necessary embankments , including compaction of same , normally included in Section 120-8 <br /> i and 102-9 . Grading of swales and the construction of all earthwork necessary to achieve the <br /> final elevations , lines , grades and contours shown on the plans shall be included in this item . <br /> No other additional payment will be made for any earthwork , grading or excavation . <br /> Item of Payment <br /> i Payment for the work specified in this item shall be made under: <br /> Bid Item No. 5 - Grading — Lump Sum <br /> i Last revised 7!9101 01025-13 Technical Specifications <br /> F:\Engineering\Capital Projects\0201 -03128-Indian River Drive Sidewalk-South-Highland Drive SW\0201 Indian River Drive South <br /> Sidewalk - Contract DocsN0201 - Technical Specifications.doc <br />