tender for providing black top road over existing cc road at 220kv sikandra, agra - providing and applying tack coat using hot straight run bitumen of grade vg - 10, 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 (sor-16.30.1) 2 painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to is : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. new work (two or more coats)(sor-16.48.1) 3 providing and fixing glow studs of size 100x20 mm made of heavy duty body shall be moulded asa (acrylic styrene acryloretrite ) or hip (high impact polystyrene) or abs having electronically welded micro- prismatic lens with abrasion resistant coating as approved by engineer in charge. the glow stud shall support a load of 13635 kg tested in accordance with astm d4280. the slope of retro- reflective surface shall be 35 (+/-5) degress to base .the reflective panels on both sides with at least 12 cm of reflective area up each side. the luminance intensity should be as per the specification and shall be tested as described in astm i: 809 as recommended in bs: 873 part 4 : 1973. the studs shall be fixed to the road surface using the adhesive conforming to is, as per procedure recommended by the manufacturer complete and as per direction of engineer-in-charge.(sor-16.5) 4 providing and laying 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. 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 drum type hot mix plant of 60-90 tph capacity.(sor-16.57.5)