PID94, Improvement to service road from on right bank of Kanas Branch Canal RD 3.300 km to 4.00 km

Clearing grass & removal of debrises and rubbish up to a distance of 50mtr. out side the periphery of the area and depositing the debrises away from the working area including all T&P etc. Complete asper direction of Engineer-in-Charge. (Premeasurement will be taken prior to execution)

Earth work in excavation of any suitable types of soil in approved borrow area by mechanical means and unloading the soil within initial lead of 5.00 Km. on properly prepared and scientifically approved surface of emabankment in proper profiles including rough dressing and breaking clods to maximum 5cm to 7cm size including removal of roots, bushes and other deleterious materials from transported earth with all cost, carriage, royalty, labour, welfarecess and laying in layers not exceeding 22.50cm in depth including watering of earth work upto OMC condition @ 95% dry density by suitabe compacting equipment including construction of haul road, cost of hire and running charges of all the machineries, T & P, cost of fuel, lubricants, cost of labour, carriage, royalty, taxes, cess etc. Complete as per specification and direction of the Engineer-in-charge. (Measurement will be taken on finished compacted level section under OMC condition and earth to be arranged by the contractor at his own cost and responsibility)

Collecting, supplying & stacking good quality IRC grade-I HG metal 90mm to 45 mm (as per W.B.M. specification) of approved quality for metalling to an uniform thickness 100mm thick compacted and thickness packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials (moorum) and filling the interstices by spreading the same with proper camber over the surface watering consolidation with PRR including cost, carriage, royalty and all other taxes of materials to the site of work including hire and running charges of PRR with POL etc. Complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted surface only).

Collecting, supplying and stacking good quality Moorum & sand in regular box heaps of size 1.50mx 1.50m x 0.50m to be measured as one cum and admixing moorum and sand in 60:40 proportion and laying in sub base in layers to the required thickness not exceeding 100mm with all leads, lifts and delifts including cost, conveyance, royality and taxes of all materials etc. with all labour and hire charges of T&P materials required for the work, watering and compacting to the required density in OMC condition with PRR including hire and running charges of machineries etc. Complete as per direction of Engineer-in-Charge.