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material excavated or removed from the project site under clearing ani <br />deemed unsalvageable by the Engineer shall be disposed of in a legal ma <br />Contractor. Where required, suitable material as approved by the Enginee <br />be backfilled and compacted to restore the original contour of the groun <br />material shall be backfilled and compacted in accordance with Section 1 <br />specifications. <br />H. No additional payment will be made, nor will additional work, or change <br />authorized for work needed to remove, relocate, protect, or otherwise aci <br />the construction of the work depicted in the plans, for any feature, or item <br />be apparent from a careful inspection of the site and review of the plans, e <br />such feature or item is not specifically called out in the plans. It is therefor <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 <br />necessary to excavate, remove, and dispose of those items as direc <br />Engineer and where designated on the Drawings. The cost of restoration <br />and compaction for the specific area of removal shall also be included and <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 - Lump Sum <br />Bid Item No. 110-7-1 — Mailbox (Relocate) — Per Each <br />grubbing <br />ner by the <br />shall then <br />• . The fill <br />0 of these <br />orders be <br />ount for in <br />hat would <br />en though <br />essential <br />-quipment <br />ed by the <br />nd backfill <br />rthis item. <br />SECTION —120 - EXCAVATION AND EMBANKMENT <br />A. Earthwork, including earthwork for drives outside the right-of-way limits, s all be <br />paid for as embankment. Cost shall include all work specified in this sect on and <br />Section 120 of the Standard Specifications. Such price and payment shall <br />specifically include all cost of any roadway, lateral ditch or canal, and fina dressing <br />operations. <br />B. Earthwork quantities shall be considered as in-place material with no shri <br />expansion factors. <br />C. Subsoil Excavation - Any excavation below the proposed bottom elevation <br />fill, isolated swale bottom locations, isolated locations for pipe installati <br />approved by the engineer shall be paid for as subsoil excavation. Approxi <br />of subsoil excavation is required in sublateral canals. Cost of r: <br />embankment shall be included in cost of subsoil excavation. Contr <br />coordinate with county representative prior to any subsoil excavation. <br />D. Embankment - General Requirements for Embankment Materials: The fo <br />added after the first paragraph of Subarticle 120-7.2: <br />• <br />1 <br />Roadway Design Standard Index No. 505, Embankment Utilization Details <br />by the addition of the following: <br />Any stratum or stockpile or soil which contains obvious pockets of hig ly organic <br />material may be designated as muck or unsuitable for construction of subgrade by the <br />Owner. <br />Backfill material containing more than 2.0% by weight of organic aterial, as <br />determined by FM 1-T 267 and by averaging the test results for thre randomly <br />kage or <br />f the select <br />ns and as <br />ately 2.0 ft <br />placement <br />ctor shall <br />lowing is <br />is modified <br />01025-14 Technical Specifi <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1314-107th Ave Millina 90th St to 94th St\Admin\bid documents <br />ations <br />Master Contract <br />