road signage work at 02 intersections (ch. 14.60,16.45) and 12 t-junctions (ch. 3.100,6.45,7.80,8.20,10.80,20.10,20.25,21.95,22.20,23.40,26.50,27.10) falling on matua sakran bholaganj road (other district road) under p.o. in sitapur district - p/l hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of suraface applied glass beads as per irc:35 the finished surface to be level, uniform and free from streak and 2 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc-07 2012 retro reflective shinformatry boards (1200 mm x 900 mm rectanguler board) 3 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc 67- 2012 made of high intensity grade sheeting type iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron poscautionary boards (900 mm equilateral triangle board) 4 intersection informationboard 5 speed limit board 6 stop boards (900 mm octagonal board) 7 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 1: 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. 8 trapezoidal humpproviding and applying tack coat with bitumen vg_10 using bitumen pressure distributor at the rate of0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 9 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects. (grade-ii) 10 providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 507 complete in all respects. 11 p/l hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of suraface applied glass beads as per irc:35 the finished surface to be level, uniform and free from streak and holes.