10. Improvement to right bank of Hansua river from Nalibara to Barunapada and Salampur to Korkar

Fine dressing of earth work in ordinary or hard soil in road formation according to the direction of the department including cutting or filling of earth upto 0.15 in depth etc. all complete as per direction of the Engineer-in-Charge.

Earth work in any approved type of soil except sand and sandy soil from approved borrow area after stripping the surface to required depth, loading into transport vehicles, carriage of earth by mechanical means, unloading the earth within lead of 5.00 Km on properly prepared and scientifically approved surface (trimming the surface, removing the debries, benching the old embankment & levelling to proper profile), spreading the earth in layers not exceeding 22.50 Cm in height, rough dressing & breaking the clods to maximum 5 to 7 cm in size and dressing the embankment to proper level and profile, including all taxes, royalty, cess etc. as per direction of the Engineer-in-Charge.

Collecting, supplying & stacking of moorum and sand and at work site for pre-measurement in a regular box heap of size (1.50m x 1.50m x 0.50m) be measured as one cum and admixing moorum & sand in (60 : 40) ratio with all labours, T & P etc. complete then laying sub-base in layers not exceeding 100mm watering & compaction to required density with PRR including cost of all materials, carriage, royalty & all labour charges etc. complete as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates IRC Gr-II (63mm to 45mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices with moorum of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty and taxes of all materials with hire & running charges of all machinery etc. complete as per the direction of the Engineer-in-Charge

Collecting, supplying & stacking of moorum at work site for pre-measurement in a regular box heap of size (1.50m x 1.50m x 0.50m) to be measured as one cum on pre-measurement including conveying from stacks spreading over the road surface in layers not exceeding 100mm thick then compaction with PRR including cost, carriage, royalty of all materials with hire and running charges of PRR etc. complete as per direction of the Engineer-in-Charge.