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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 | 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. |
| 4 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. |
| 5 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, cuvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engg-in-charge.(Old CC paver blocks shall be supplied by the department free of cost) |
| 6 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, durability as per direction of the engineer-in-charge. |
| 7 | Providing and laying of 125micron plastic sheet etc all complete. |
| 8 | 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. |
| 9 | 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) |
| 10 | 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. |
| 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 | Disposal of surplus earth/malwa upto 3.00km distance including loading/unloading of material with all charge complete. |
| 14 | Add 18 % G.S.T. |
