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Cityof Everett <br /> 01 2213 - 3 <br /> 2023 Biosolids Removal UT 3752-30 <br /> (Tons of material loaded into a truck) x(Percent TS) <br /> 100 = Dry Tons <br /> Example 1 (Material at 28% TS): <br /> (2 tons of material loaded into a truck) x(28%) <br /> 100 = 0.56 tons of Dry Ton <br /> I Example 2 (Material at 31% TS): material for payment. <br /> (10 tons of material loaded into a truck) x(31%) <br /> 100 = 3.1 tons of Dry Ton <br /> material for payment. <br /> 5. Payment <br /> a. All labor, equipment, tools, materials, and necessary appurtenances <br /> required to dredge the biosolids from the Recirculation Channel and <br /> necessary to dewater these biosolids to a solids content of equal to or <br /> greater than 28% TS shall be incidental to the payment for each Dry <br /> Ton. <br /> 1 b. Payment for labor, equipment, tools, and materials necessary for <br /> loading, moving, weighing, transporting, and depositing the material in <br /> the designated area on the City's Biosolids Pad shall also be incidental <br /> to the payment for each Dry Ton. <br /> c. Contractor shall provide a composite sample from each truckload <br /> hauled across the scale. Individual truck samples taken will be <br /> combined by the City on a daily basis to form a daily composite <br /> sample, which will be tested to determine the average percent solids <br /> for the day. This average percentage shall be applied to the daily total <br /> truck weights for payment. The average percent solids amount from <br /> the composite sample must be a minimum of 28%. See Section 01 <br /> 4523 for full sampling requirements. <br /> d. The City reserves the right to test individual truck samples for percent <br /> solids and apply this percentage to the individual truck weight for <br /> payment. <br /> e. Contractor is responsible for submitting empty truck scale tickets, full <br /> truck scale tickets, and samples from each truckload the next business <br /> day after they have been collected. <br /> 01 2213 - 3 UNIT PRICE MEASUREMENT <br /> i <br /> r <br />