S/R to Gunjibadi to Jidubadi_Road for the year 2026-27

Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal & disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Clearing the existing black topped surface with removal of foreign materials with brooms or soft brushed and finally dusting with old gunny bags and /or compressed air to receive bituminous including all labour,T & P, cess articles required for the work etc complete as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.40mm size for WBM Gr-III specification (75MM Compacted thickness) with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade & camber & turfedging including hire and running charges of Roller and all other machineries including all labour, T&P and cost, conveyance Royalty, DMF, EMF & Additional Charges & of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.

Providing & applying primer coat with bitumen emulsion on prepared surface of granlar base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H etc. complete as per direction of the Engineer-in-Charge.

Providing & applying tack coat with Bitumen Emulsion using emulsion pressure distributor @ 0.20 Kg per Sqm on the bituminous surface and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

Providing and laying 25mm thick of semi dense bituminous concrete of 13.2mm to 5.6mm crusher stone chipping and with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 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 alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specification for road & Bridge works (4th Revision) with cost,conveyance, royality including cost of all labour,T & P articles including cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by mechanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C