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Access Road <br /> The asphalt access road which crosses through the Project Area must be returned to a <br /> condition at least equal to its pre-construction condition. CONTRACTOR shall <br /> accomplish any repairs to the road which are necessary as a result of construction <br /> related activities. Such repairs may include, but may not be limited to grading, filling to <br /> eliminate low spots and patching with asphaltic materials. Note that other, adjacent <br /> landowners may use this road to access their properties during construction. <br /> CONTRACTOR shall exercise an appropriate level of caution in order to ensure that a <br /> safe work place is maintained for the duration of the Project. <br /> Measurement and Payment <br /> There will be no measurement for payment. Payment for this task will be reflected in a <br /> lump sum bid under Item 1 on the Bid Schedule. This lump sum bid will cover all costs <br /> for Mobilization and Demobilization. Payment shall be made as described in General <br /> Bid Specifications 1996, Specification 1.0, Mobilization / Demobilization. <br /> TASK 2 SLASH REDUCTION <br /> The purpose of this task is to reduce the timber and shrub slash located in the <br /> designated stockpiles into useable material. A machine shall be used to grind/ pulverize <br /> /shred.or otherwise reduce the material sufficiently so that particles no greater than four <br /> inches (4") long, two inches (2") wide and one half inch (1/2") thick are created. Ground <br /> materials which are larger than this particle size shall be segregated from the grinder <br /> discharge, and will be run through the grinder again until the specified particle size is <br /> reached. <br /> The stockpiled slash material varies in diameter from between one half inch (1/2") and <br /> twelve inches (12"), with four to six inches (4" to 6") estimated to be the average <br /> diameter. Rock and soil has been observed to be intermittently mixed with the slash <br /> materials. These materials may be segregated from the slash prior to grinding. Larger <br /> rock (that which is larger than eight to ten inches [8" to 10"] in diameter), shall be <br /> stockpiled in a convenient, adjacent area. Smaller soil and rock materials which are <br /> segregated from the slash material shall be stockpiled separately as they are generated. <br /> The fine grained ground slash shall be accumulated in stockpile(s) located in the vicinity <br /> of the grinding operation. These stockpile(s) may be located at the CONTRACTORS <br /> convenience. Each individual stockpile shall be well defined and kept in a workman like <br /> manner in order to maintain an orderly workplace, and in order to facilitate removal and <br /> dispersion as addressed in'Task 4, Incorporate Materials. <br /> Measurement and Payment <br /> There will be no measurement for payment. Payment for this task will be reflected in a <br /> lump sum bid under Item 2 on the Bid Schedule. This lump sum bid will cover all costs <br /> necessary and incidental to segregating and stockpiling earthen materials as they are <br /> separated from the slash, reducing the slash to the specified dimensions, and stockpiling <br /> the reduced slash materials. The lump sum price shall include all equipment, machinery <br /> and labor necessary to complete the Task as described in this specification. Payment <br /> will be made only for the price bid in Item 2 of the Bid Schedule, and as work is <br /> completed and approved by PROJECT MANAGER. <br /> 7 <br />