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2005.08 <br />Cement stabilized base <br />except as hereinafrer described. <br />Cement stabilized base <br />Backfilling shall be done with good ea <br />2 inches in diameter. Materials shall be <br />is added. Mixtures shall continue until <br />The mixture shall be placed in 6-inch 1 <br />but notto exceed 8 percentage points <br />2005.09 <br />No sepazate payment <br />trenching, pipe laying, embedment, <br />contract price for the appropriate i1 <br />Sepazate payment wID <br />for embedment as described in these : <br />Also sepazate payment will be made <br />these plans and specifications. Sepaz <br />Proposal and Bid Schedule under "E) <br />the Plans" or "Extra 2000 PSI Concre <br />be placed in accordance with Section 2005.06 BACKFTLL <br />hall include two (2) sacks of cement per cubic yard of backfill. <br />h, sand, or gravel and shall be free from rocks or balls larger than <br />nixed sufficiently to prevent cement balls from fortning when water <br />uniform and intimate mixture of soil, cement and water is obtained. <br />s at 95% Standard Proctor Density at or above optimum moisture <br />:)ove optimum moisture, up to final grade. <br />I be made for work perfomied under this specification for excavation, <br />asement, and backfilling. All costs incurred shall be included in the <br />in the Proposal and Bid Schedule. <br />made for crushed stone or gravel embedment or 2000 psi concrete <br />cifications under SOFI' SUBGRADE when so ordered by the City. <br />iere the quantity ordered by the City exceeds that called for under <br />; payment will be made at the contract unit price as provided in the <br />i Crushed Stone or Gravel ordered by the City and not called for on <br />for Embedment ordered by the City and not called for on the Plans." <br />The Contractor understands that the quantities shown in the plans are approxunate and are based upon <br />dimensions shown in the plans. Thes quantities shall be used as the basis of ineasurement and payment. <br />No payment will be ma e for extra quantities of embedment needed for installation of the pipe <br />caused by the Contractor, either inten ional or unintentional; including, but not lunited to, overexcavation, <br />wastage, and construction techniques but the cost thereof shall be included in the appropriate item of the <br />Proposal and Bid Schedule. <br />Select material will no be measured for payment as a sepatate item, but the cost involved <br />shall be included in the vazious relate items. <br />Item 2005-7 <br />