Upgradation of road from Mukam to Shumnag Dowut road.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

Surface dressing/Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade all complete as directed by EIC.

Providing and laying of Khak bajri/Nallah mukh including spreading, watering, ramming, compacting with PRR of 8 to 10Tonne capacity including carriage of the same from approved source upto site of work complete.

Supply, stacking, laying, spreading and compacting of graded stone aggregate of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 capacity in stages to proper grade and camber applying and brooming requisite type of stone screenings 13.2mm size and binding material to fill up the interstices of coarse aggregate watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved from source up to site of work complete job. (The item to be executed as per the MORTH/ engineering manual 2020 specification strictly) all complete

Providing and Laying of RCC Pipes in proper position/grade including cutting of road surface upto required depth and refilling of same incl providing requiste sand cushioning including all carriage of pipes and all materials involved complete job 18" Dia

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

On W.B.M. @ 0.75 Kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.