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The Contractor shall transport the culverts to the County ' s storage yard . All metal castings for catch basins , manholes , or other structures shall be carefully removed and stored in the County ' s Storage Yard if they are deemed salvageable by the Engineer . The excavated materials shall be removed from the job site and disposed in a location designated or approved by the Owner . Any culverts , structures or any material excavated or removed from the project site under clearing and grubbing deemed unsalvageable by the Engineer shall be disposed of in a legal manner by the Contractor . Where required , suitable material as approved by the Engineer shall then be backfilled and compacted to restore the original contour of the ground . The fill material shall be backfilled and compacted in accordance with Section 120 of these specifications . H . No additional payment will be made , nor will additional work , or change orders be authorized for work needed to remove , relocate , protect , or otherwise account for in the construction of the work depicted in the plans , for any feature , or item that would be apparent from a careful inspection of the site and review of the plans , even though such feature or item is not specifically called out in the plans . It is therefore essential the contractor make such inspection and review . I . The unit price bid for this item shall include the cost of all labor , tools , and equipment necessary to excavate , remove , and dispose of those items as directed by the Engineer and where designated on the Drawings . The cost of restoration and backfill and compaction for the specific area of removal shall also be included under this item . Item of Payment Payment for the work specified in this item shall be made under : Bid Item 110 - 1 - 1 - Clearing and Grubbing - Lump Sum SECTION - 120 EXCAVATION AND EMBANKMENT A . Earthwork , including earthwork for drives outside the right- of-way limits , shall be paid for as embankment . Cost shall include all work specified in this section and Section 120 of the Standard Specifications . Such price and payment shall specifically include all cost of any roadway , lateral ditch or canal , and final dressing operations . B . Earthwork quantities shall be considered as in - place material with no shrinkage or expansion factors . C . Subsoil Excavation - Any excavation below the proposed bottom elevation of the select fill , isolated swale bottom locations , isolated locations for pipe installations and as 01025- 18 Technical Specifications F : \Public Works\ENGINEER ING DIVISION PROJECTS\1047- 2 IRC Fairgrounds Overflow & Vehicular Staging Phase 21Admimlbicl documents\Technical Specifications . doc