Laserfiche WebLink
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 110-1-1 - Clearing and Grubbing - Lump Sum <br />SECTION — 120 -EARTHWORK AND RELATED OPERATIONS FOR LOCAL AGENCIES <br />120-1 Description. <br />120-1.1 General: Perform Earthwork and Related Operations based on the type <br />Df work specified in the Contract and the Earthwork Categories as defined below. Meet the <br />applicable requirements for materials, equipment and construction as specified. <br />Earthwork and Related Operations consists of excavation for the construction of <br />the roadway, excavation for structures and pipe, constructing backfill around structures and <br />pipe, and constructing embankments as required for the roadway, ditches, and channel <br />changes. <br />120-1.2 Earthwork Categories: Performance of Earthwork Operations will fall <br />into one of the following Earthwork Categories: <br />120-1.2.1 Earthwork Category 1: Includes the earthwork and related <br />operations associated with the construction of sidewalks and bike paths along with any <br />drainage structures associated with these facilities. <br />120-1.2.2 Earthwork Category 2: Includes the earthwork and related <br />operations associated with the construction of turn lanes and other non -mainline traffic lanes, <br />widening, roadway shoulders, concrete box culverts, retaining walls, and other drainage <br />structures on the non -mainline pavement. <br />01025-20 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1024-17thStreet and IR Blvd Intersection\AdmimlContract Documents\Technical <br />Specifications.doc <br />