PID22, Restoration to Daya left embankment from RD 55.150Km. to 55.300Km. near village Basantapur (Working RD 55.150Km. to 55.500Km.)

Earth work in excavation of foundation in all kinds of soil by manual means/mechanical means with all leads, lifts & delifts including leveling and dressing the foundation bed upto design bed level and depositing the excavated earth away from the working area including breaking clods maximum 5cm to 7cm in size and laying in layers not exceeding 0.30mtr. in depth including bailing out water and dewatering if required etc. Complete as per direction of Engineer-In-Charge.

Filling foundation and plinth with sand including watering & ramming with all labour and T&Ps with all leads, lifts and delifts including cost carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge

Cement concrete (1:3:6) using 4cm size hard granite crusher broken metal free from weathered skin surface of uniform colour and texture from approved quarry and approved quality conferming to specification, mixing by concrete mixture including hoisting and laying concrete in position with all leads, lifts, and delifts including cost conveyance, royalty and taxes of materials including dewatering by suitable means, supplying T&P quaring for specified period with hire and running charges of machineries required for the work, construction and maintenance of coffer dam and approach road if required till completion of work etc. Complete as per direction of Engineer-in-Charge.

Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. Complete as per direction of the Engineer-in-Charge.

Cement concrete M-20 using 20mm size hard crusher broken granite chips from approved quarry for road work free from weathered skin surface, dust and all other deleterious materials including cost, carriage, royalty and taxes of materials to the site of work and mixing by mechanical means with hoisting, laying concrete in position and compacting by late vibrator including curing upto required period etc. Complete as per direction of Engineer-in-Charge.

Filling foundation and plinth with excavated materials including watering ramming with all labour and all T&Ps with all leads, lifts and delifts including cost carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge.

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 70:30 proportion and laying in sub base in layers to the required thickness not exceeding 22.50 Cum in depth (15cm compacted thickness) 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 asper direction of Engineer-in-Charge.

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)