Name of Work: Macadamisation of Khayar to Shumhal (phase 1) Advertised cost=? 39.67 lacs, Cost without GST=? 32.72 lacs, GST amount=? 6.95 lacs
Sl. No.
Item Description
1
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
2
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 medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
3
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-Charge50 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.
4
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 VG10 @ 5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Drum Type Hot MixPlant of 60-90 TPH capacity.
5
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg 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
6
P/L Of RBM of specified size including spreading, watering , ramming , compacting with PRR of 8-10 ton capacity including all taxes like royalty and carriage of the same from approved source upto to site of work
7
Supply and stacking of Nallah Muck at site including sorting spreading watering laying and consolidating with PRR of 8-10 ton capacity complete all carriage
8
P/L of RCC spun pipes in proper positionincluding trench excavation and grade including cutting of road surface upto required depth providing requisite cushion including carriage of all materials and pipes upto site of work complete 12\" dia
9
Engagment of JCB and Tractor for clearance of site by way of debris and unwanted material from site
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