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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. Any culverts, structures or any <br />material excavated or removed from the project site under clearing and grubbing <br />deemed unsalvageable by the Engineer shall be disposed of in a legal manner by the <br />Contractor. Where required, suitable material as approved by the Engineer shall then <br />be backfilled and compacted to restore the original contour of the ground. The fill <br />material shall be backfilled and compacted in accordance with Section 120 of these <br />specifications. <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 under this item. <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 110-1-1 - Clearing and Grubbing — Per Lump Sum <br />SECTION 160 - STABILIZING <br />The work specified in this item shall conform to Section 160 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction. <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 160-4 — Refurbish Stabilized Shoulder, (LBR40), (6" Thick) — Per Square <br />Yard <br />SECTION 285 — OPTIONAL BASE COURSE <br />(FULL DEPTH RECLAMATION) <br />DESCRIPTION - This work is the in-place construction of a Reclaimed Asphalt Base Course, <br />using either reclaimed asphalt pavement (RAP) material and/or reclaimed aggregate material <br />(RAM), and existing road base material combined with virgin aggregates and/or bituminous <br />material. It is the intent of this contract to recycle 100% of the existing asphalt pavement and <br />01025-23 Technical Specifications <br />F•\Public Works\ENGINEERING DIVISION PROJECTS\1139-CR 512 Wbnd Resurfacing -Roseland Rd to US 1-SCOP\Admin\bid <br />documentsWaster Contract Documents\Technical Specifications REVISED.doc <br />