Improvement to Canal Service Road of Dangapal Minor from RD 00m to RD 3400m, Aunli main canal from RD 4372m to RD 4656m of Aunli Irrigation Project.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness with all cost of incidental charges , all labour, T&P and cess complete as per drawing, specification,direction of the Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with all leads and lifts including hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing granular sub-base using admixture of sand & moorum in proportion (2:3) to road surface including spreading in uniform thickness including watering and rolling with PRR including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Construction of granular Sub-base by providing close graded Granular sub-base Grading-III material as per table 400-1, spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60Kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.30 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 504 complete all respects cost, conveyance, royalty, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge.

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete all respects cost, conveyance, royalty, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with noulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete including cost, conveyance, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge