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| 1 | Removing the muck, spillage material and any other materials on roads, side berms and over bridges including removing vegetation and in-equalities up to 75 mm depth and disposal of removed material up to a lead of 50 m etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 2 | Supply of Motor Truck for the transportation of all sorts of materials such as sand, gravel, metal, steel, cement, boulders, debris, furniture, water supply pumps and motors including fuel charges, driver charges etc., as required and as directed by the Engineer-in-charge complete. (payment will be made for number of hours worked at site only) |
| 3 | Supply of Air Compressor 7cmm (Diesel) with required hose pipes for cleaning the road surface and removing the dust/spillaged material etc., including fuel, operator charges and incidental charges etc., as required and as directed by the Engineer-in-charge complete. (payment will be made for number of hours worked at site only) |
| 4 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 5 | With rapid setting bitumen emulsion - On bituminous surface @ 0.25kg/sqm. |
| 6 | With rapid setting bitumen emulsion - On WBM/WMM @ 0.40kg/sqm |
| 7 | SIGNAGE SYSTEM - Supplying and fixing Road Signage fixtures (as per IRC standards and specifications) of finished black top surface and Road kerbs including sign boards etc as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 8 | Solar studs |
| 9 | 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 equiped 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 specificatons[50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity as required and as directed by theEngineer-in-Charge, complete. as required and as directed by theEngineer-in-Charge, complete. All labour and materials. |
| 10 | 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,[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 TPH capacity.] as required and as directed by theEngineer-in-Charge, complete. All labour and materials. |
| 11 | Providing and applying 2.5mm 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., as required and as directed by theEngineer-in-Charge, complete. and accordance with applicable specificatons. |
| 12 | 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 as required and as directed by theEngineer-in-Charge, complete. All labour and materials. |
| 13 | Supply of labour including tools and plants etc (Man mazdoors and women mazdoors) as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
