tender for recarpeting of metal road of at a campus of shq bsf bikaner.; 1 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 2 brick edging in full brick width and half brick depth includingexcavation, refilling and disposal of surplus earth lead upto 50 metres. with common burnt clay f.p.s. ( non modular ) bricks ofclass designation 7.5 3 cutting road and making good the same including supply of extraquantities of materials i.e. aggregate, moorum screening, red bajri and labour required.bituminous portion 4 providing and applying tack coat using bitumen emulsion conformingto is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. with medium setting bitumen emulsion . on w.b.m / w.m.m. @ 0.4kg / sqm 5 providing and applying tack coat using bitumen emulsion conformingto is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. with medium setting bitumen emulsion . on bituminous surface @ 0.25kg / sqm 6 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 equiped 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 limefiller @ 2% ( percentage by weight of aggregate ) preparedin batch type hot mix plant of 100-120 tph capacity. 7 providing and laying bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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.40 / 50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% ( percentage by weight of total mix ) and lime filler @ 3% ( percentage by weight of aggregate ) prepared in batch type hot mix plant of 100-120 tphcapacity. 8 providing and applying 2.5 mm thick road marking strips ( retro reflective ) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicablespecifications. 9 providing and laying 60mm thick faciory made cement concreteinterlocking paver block of m -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. 10 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : moorum 11 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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of engineer-in-charge. 12 add 6.33% gst on 4710775.11 13 add 1.91% cost index