Improvement to Right Main Canal Service road at RD. 00mtr to RD. 5820mtr of Kansbahal Irrigation Project for the year 2025-26. (Phase-II)

Clearing grass and removal of rubbish up to a distance 50 mtr outside the periphery of the area & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm on pre measurement and removal of stumps of trees cut earlier disposal of unserviceable materials to be used or auctioned up to a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess,T&P, etc. complete as per direction of Engineer-in-Charge

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause 305 of MoSRT&H specification for Road and Bridge Works (4th Revision) with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess & quality control test etc. complete as per direction of Engineer-in-Charge

Construction of granular sub-base by providing and laying, spreading and compacting stone aggregates to 150 mm thickness with IRC grade - III materials as per table-401-I spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotavator, rolling with VRR in stages to proper grade and camber, applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density at OMC as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including labours and hire charges of T&P, materials required for the work, hire and running charges of all machineries & quality control test etc. complete as per specification and direction of Engineer-in-Charge

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, cess including labours and hire and running charges of machineries & quality control test etc.all complete as per specification and direction of Engineer-in-Charge

Providing and laying 50mm thickness bituminous macadam with hot mix plant using specified grading -II, 19mm nominal size hard granite crusher broken chips, premixed with bituminous binder of 60/70 penetration grade of bitumen @ 3.3 % of the weight of the mix, transporting the hot mix to work site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance,royality, cess, hire and running charges of machineries & quality control test etc.all complete as per specification and 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 including labours, hire and running charges of machineries & quality control test etc.all complete as per specification and direction of Engineer-in-Charge.