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| 1 | Surface Dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil. |
| 2 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H - 401. |
| 3 | Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406. |
| 4 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) |
| 5 | Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge.(A.R.) |
| 6 | 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 cent by weight of total mix and filler, transportingthe 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. |
| 7 | Providing and laying bituminous concrete (Gr-II) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mixand filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MORTH specification clause No. 507 complete in all respects |
| 8 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 9 | Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications. |
| 10 | Providing & Laying hot applied Thermoplastic compound 2.5 mmthick including refletrorising glass beads as per I.R.C.35. the finish surface to be level , uniform &free from streaks & holes compositionof Thermoplastic material shall be as per Table 800-3 of clause 803 ofM.O.R.T. & H. including cost of all material , Labour , T & P etc.required for proper completion of work as directed byEngineer in charge. |
