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<br /> CITY OF EVERETT SPECIAL PROVISIONS
<br /> Measurement for Gravel Borrow shall be by the ton, recorded on certified weight tickets in
<br /> accordance with 1-09.2 WEIGHING EQUIPMENT, and placed within the limits of
<br /> dimensions defined in the Work, descriptions for other bid items, shown on the Plans, or
<br /> COE Standard Drawings, or as otherwise approved by the Engineer.
<br /> Measurement for gravel borrow shall be limited to maximum trench widths defined in the
<br /> work descriptions for other bid items.
<br /> The unit price per ton, based on certified weight tickets, for gravel borrow shall be full
<br /> compensation for all labor, material, tools and equipment necessary to furnish imported
<br /> gravel borrow for trench backfill where Engineer has determined native soils are not
<br /> suitable for backfill, and other Work as required, from a Contractor-supplied source in
<br /> accordance with 2-03.3(14)J of the Standard Specifications and these Special Provisions.
<br /> The unit price for gravel borrow shall include all costs of furnishing, hauling, stockpiling,
<br /> placing, grading and compacting the material in place.
<br /> The unit price for this bid item includes all costs for removing, loading and disposing of
<br /> displaced unsuitable material, including haul.
<br /> Bid Item 15 - Earthquake Resistant Ductile Iron Pipe System For Water Main, 12-Inch
<br /> Diam.
<br /> Measurement and Payment: Unit Price per Linear Foot (LF)
<br /> Per linear foot pipe measurement shall be based on the slope distance from point to point.
<br /> The point of beginning or ending of measurement in any particular run of pipe shall be the
<br /> vertical intersection of the centerline of the pipe measured with the centerline of the
<br /> intersection pipe, or with the beginning or ending of any new linear length of valves or
<br /> couplings contained within the measured length. At changes in pipe size connected by a
<br /> reducer, the point of measurement shall be taken as the midpoint of the reducer.
<br /> The unit contract price for Earthquake Resistant Ductile Iron Pipe System For Water Main,
<br /> =Inch Diam., shall constitute full compensation for all labor, materials, tools and
<br /> equipment necessary to furnish and install the restrained joint pipe, earthquake expansion
<br /> spigot joints as designed by earthquake resistant pipe system manufacturer, and all
<br /> restrained fittings, including tees, crosses, reducers, couplings, and sleeves required for
<br /> complete installation along the run of each pipe size, as shown on the Plans and specified
<br /> herein, and additionally, shall include, but not be limited to, the following:
<br /> 1. Removal of structures or obstructions not specifically covered under other Bid Items.
<br /> This shall include, but not be limited to, removal and disposal of the existing asphalt
<br /> concrete pavement, sidewalk, curb, thrust blocks, miscellaneous landscaping, existing
<br /> cast iron water main and appurtenances, and sod as indicated on the Plans.
<br /> 2. All required potholing to verify locations of water service crossings and existing utilities.
<br /> The costs for pot-holing and excavation required to determine exact depths and
<br /> locations of other utilities shall be included with this Work with no direct compensation
<br /> made.
<br /> 3. Utility or light pole holding in conformance with the requirements of the applicable utility
<br /> including, if necessary, arranging for the utility to hold poles and paying the associated
<br /> fees.
<br /> 4. Trench excavation and dewatering, installation of pipe, furnishing, placing and
<br /> compacting sand backfill for pipe bedding, furnishing, placing and compacting suitable
<br /> native material for trench backfill and placing and compacting imported backfill
<br /> material. No extra payment shall be made for removing, loading, hauling, and
<br /> disposing of displaced and unsuitable material.
<br /> Water Main Replacement"Q" Division B—BID DESCRIPTIONS February 9, 2018
<br /> -Evergreen Way Rebid
<br /> WO No.—UP3612 SP -7
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