Maintenance/General Up-keeping of road from Kullian to Suchetgarh via R.S.Pura during the year 2026-27 upto ending March 2027(Drain work) (Stage work) (Under Non Plan). (2nd Call)

Earthwork Excavation in all kinds of soil by mechnical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5m including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed.

Providing and laying in position cement concrete 1:5:10 ( 1 cement: 5 course sand: 10 crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering- All work upto plinth level.

Providing and laying in position cement concrete 1:3:6 ( 1 cement: 3 course sand: 6 with 20mm size crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering. All work upto plinth level.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Providing and laying River Bed Material on the lane surface by way of spreading the same in uniform layer not exceeding 20cm in depth, incl. watering and compaction including carriage of material from source to site of work (all leads, lifts complete).

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm

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- 30 @ 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

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 mixplant, 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

Centering and shuttering including strutting,propping etc and removal of form Work for Foundation , footing and basis of column.

Engagement of JCB for removal of material from road side