Macadamization of road from Koka Basti Middle School To Gujjar Basti Nageenpora Nard KUND

Engegement of JCB for clearance of site , dressing levelling . Kacha drain, dismantaling and disposal of excavated /disnamtled material as per the directions of Engineer Incharge

P/L of Nallah Muck/ RBM with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete

Providing, laying, spreading and compacting 75 mm thick 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 including all leads, lifts, loading, unloading carriage of all materials Complete

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

Providing and laying 50mm thick 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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete.

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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete.

Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, of bitumen of grade VG - 10 bitumen per Cum of fine aggregate and 0.60 Cum of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete Incld: all carriages

P/L of RCC Spun Pipes of rquired dia to the recorded crsoos slope in proper position with proper cushion including trench excavation and refiling of excavated material as proper cushion incld: all carraiges involved wih loading and unloading all complete 400mm Dia Pipe( 16")

Supplying /filling , laying , ofGranular Material filling RBM/ Khak Bajree in berm incld: levelling and levelling , dressing , watering and consilidation with PPR Roller incld: all carriages complete