Improvement to Dhawa Rokata Distributary from RD 4.600 Km. to 5.800 Km.

Clearing grass and removal of rubbish up to a distance of 50 meters outside disposal of unserviceable materials to the periphery of the area with all leads, lifts and delifts with cost of all labour, T&P, taxes, welfare cess etc. all complete as per the direction of Engineer-in-Charge.

Earth work in ordinary soil in borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with all leads, lifts,delifts including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth including laying in layers not exceeding 22.50 cm in depth including one cum compacted earth excluding watering and ordinary compaction by PRR including construction and maintenance of haul road, cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of labour,carriage, royalty, cess , taxes etc. all complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken in level section only)

Providing, laying, spreading and compacting stone aggregates of specific size of 90mm to 45mm (IRC Grade - I) to W.B.M specification including cost, carriage, royality and all other taxes to water bound macadam specification in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber including conveying, spreading of filter material with screening / binding materials as moorum to fillup the interstices by spreading the same over surface consolidation with PRR and brooming requisite type of binding materials to fill up the interstices to course aggregate, watering and compacting to the required density as per Clause - 404 of MORST & H. specification for road work including all taxes, cess, labour, T & P & quality control testing charges of materials etc. complete as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific size of 22.5mm to 53mm (IRC Grade - III) to W.B.M specification including cost, carriage, royality and all other taxes to water bound macadam specification in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber including conveying, spreading of filter material with Dust Screening / binding materials as moorum to fillup the interstices by spreading the same over surface consolidation with PRR and brooming requisite type of binding materials to fill up the interstices to course aggregate, watering and compacting to the required density as per Clause - 404 of MORST & H. specification for road work including all taxes, cess, labour, T & P & quality control testing charges of materials etc. complete as per direction of the Engineer-in-Charge.

Quarrying, collecting & supplying of good quality of moorum from approved quarry and stacking near work site in regular box heaps of 1.5 x 1.5 x 0.5 m to be measured as one cum with all leads, lifts and delifts including cost, conveyance, royalty, taxes of all materials etc. complete & spreading the same on the road surface and flank, consolidation with PRR including watering etc. complete with all labour, T & P, taxes, cess etc. all complete as per the direction of the Engineer-in-Charge

Providing and applying primer coat with bituminous emulsion on prepared surface of granular base including clearing of road surface and applying primer at the rate of 0.6 kg/sqm using mechanical means as per clause 503 of MoSRT & H specification for road & bridge works including cost of all materials, carriage, labour, T & P , taxes, cess etc. complete in all respect as per the direction of Engineer-in-charge.

Providing and applying tack coat with bituminous emulsion (60/70) penetration grade using the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads , lifts and delifts including cost ,conveyance,cess and taxes of all materials including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and laying bituminous macadom of 50mm compacted thickness with hot mix plant using crusher broken aggregates of Grading-II (19mm) prmixed with bituminous binder of 60/70 (packed) penetrationgrade of bitumen ,transportaed to site ,laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to required grade ,level and allignment and rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification (4th revision) with cost, carriage, taxes, cess of all materials, labour and T& P etc. complete as per direction of the Engineer-in-charge.

Providing and laying semi dence bituminous concrete with batch type hot mix plant using crushed aggregates of grading-II (10mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alighment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction with cost, carriage, taxes, cess of all materials, labour and T& P etc. complete as per Clause 508 of MoSRT&H specifications for Road and Bridge works (4th revision) as per direction of the Engineer-in-charge.

Earthwork in excavation of foundation in all kinds of soil with all leads, lifts & delifts including rough dressing and leveling the bed and depositing the excavated materials clear away from work site and dewatering including removing bushes, stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all labour, T&P, taxes, hire and running charges of all machineries, labour, welfare, cess etc. all complete as per the direction of Engineer-in-Charge.