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| 1 | Dismentaling of B.O.E. soling/ interlocking tiles including stacking of sevicable material and disposal of unsevicable material within a lead of 50m as per deirection of EI/C (Labour only) |
| 2 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr. |
| 3 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m ,as directed by engg-in-charge:2.1.1 All kinds of soil. |
| 4 | Construction of granular sub base (GSB) by providingcoarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. |
| 5 | providing and laying primer coat etc. all complete. |
| 6 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30Kg/sqm on prepared bituminous surface/granulartreated with primer & cleaned with hydraulic broom as per Technical specification MORT&H clause 503. |
| 7 | Laying Dense graded Bituminous macadam (DGBM) with 100-120 TPH hot mix plant including an average output 75 tonnes per hour using crushed aggrgates of specified grading premix with bituminous binder @3.40 percent by the weight of grit and filling, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandem rollers as per MORTH specification clauses 501.6 and 501.7 to achieve the designed compaction.(Bitumen VG-30) |
| 8 | Providing and laying Bituminous Concrete (B.C.) with 100-120 TPH batch type hot mix plant producing and average output of 75tonnes per hour using crushed aggregate of specified grading, premix with bituminous binder @5.4% (CRMB-55) of mix and filling, transporting to site, laying with a hydrostatic paver finisher to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandem rollers as per MORTH specification to achieve the designed compaction. |
| 9 | Disposal of moorum/ buildig rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading. Transporting, unloading to approved muncipal dumping ground for lead upto 10km for all lifts, complete as per directions of Engineer-in-charge. |
| 10 | Sale of material of old interlocking tiles etc all complete. |
| 11 | Providing and laying thermoplast plastic paint 2.5mm thick with retro reflective beads 250grm/sqm including surface cleaning , labour T&P etc all complete as per IRC recommendation & direction of E/I. |
| 12 | Solar power road marker (Solar Studs) The solar studs shall be made of aluminium alloyand poly carbonate material which shall beabsolutely weather resistant and strong enough to support a load of 13.635Kg tested in accordance with ASTMD 4280. It\"s colour ay be white, red, yellow, green or blue or combination as directed by engg-in-charge. The dimensions of solar studs shall not be less than 100mm x 100mm x 10mm. It shall have super bright LED\"s so as to provide long visibility from a distance more than 800m. |
| 13 | Add 18 % G.S.T. |
