Const. of Kacha Drain, P/L 30mm thick SDBC alongwith 150mm thick WBM Gr-II and 75mm thick Wet Mix Macadam including Providing / Laying of 0.60mtr. dia Hume Pipe Culvert on road from Village Mananu Satsang Ghar to S.T. Basti Palth Mohalla ( L 500mtr

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) in trenches, foundation, drains pipes cable etc. in all classification of soils and disposal of excavated earth and refilling the available excavated earth wherever required incl. levelling, dressing, ramming, watering and rolling etc. as per directions of Engineer-in-charge with all leads / lifts and carriage complete job.

Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.

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 I 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 ( with all leads and lifts carriage complete )

Providing and laying 30 mm th. 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.30 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 .incl. Tack Coat etc. Complete Job

Providing and laying non-pressure NP3 class ( light duty ) 600mm dia R.C.C. H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand ) including testing of joints cost and carriage of pipes etc. complete ( Cost of Pipes shall be deducted if supplied departmentaly ) with all leads and lifts carriage complete

ANJALI STONE CRUSHER