S/R to Bhuintola to Raitoli road for the year 2025-26

Clearing grass and removal of rubbish upto a distance of 50m outside the peiphery of the area as per direction of the Engineer in charge

Providing and applying Primer Coat with bitumen emulsion SS-1 at the rate of 0.60kg/sqm on the prepared treated with primer and cleaned as per technical specification for Road and Bridge works and direction of Engineer -in- Charge..

Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.20Kg/ Sqm on prepared bituminous surface using mechanical means as per Clause- 503 of MoSRT&H Specification for Road & Bridge works(4th Revision).and direction of Engineer -in- Charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previousely prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-504 of MoSRT&H Specification for Road & Bridge works(4th Revision) and direction of Engineer -in- Charge.

Providing and laying Semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision)and direction of Engineer -in- Charge.

Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the Department alongwith proper compaction with P.R.R. including hire and running charges of P.R.R. etc complete as per specification and direction of Engineer -in- charge.

Providing and errecting direction and place identification retro-reflective sign as per IRC-67-2012 made out of Class-B and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to clause 801.3, fixed over 2mm thick aluminium sheeting Clause 6.5.2 of IRC: 67-2012 with angle iron frame 75mm x 75mm x 6mm fixed with 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of MS angle of size 50x50x6mm firmly fixed to the ground with M-15 grade cement concrete 45x45x75cm as per approved drawing inculding cost, conveyance, royality & taxes of all materials, labour, T&P etc, complete as per direction of the E.I.C.

Village identification board (600X450) mm

Hospital,School,Bus Stop Inform. sign (800X600) mm

900 mm Equilateral Triangle

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes etc complete as per specification and direction of Engineer -in- charge.