R/S to Nonoi and Haria dyke along right bank from Tulsimukh to Hariaghat (From Ch1000m. to 9500m).

Amount

Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/ normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity For beyond initial 1 Km & up to 10.00 Km & for all lifts.

Item No.2. Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pagging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts, etc. complete as directed.

UCN CONSTRUCTION COMPANY PRIVATE LIMITED