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| 1 | Earth work excavation of foundation trenches in hard soil including dressing and leveling the bed up to the required depth and disposing the excavated materials at places away from the work site with initial lead and lift, including shoring, shuttering including cost of all labour, sundries & T & P etc. required for the work complete as directed by Engineer-in-charge. |
| 2 | Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 3 | Construction of granular sub-base by providing close graded Granular Sub-base Grading-III material as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H specifications for Road & Bridge work(4th Revision) |
| 4 | 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 layers with paver in sub-base/base course on well prepared surface and compacting with vibrator roller to achieve the desired density as per caluse 406 of MoSRT&H specifications for road and bridge works(4th Revision) |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means as per clause 502 of MoSRT&H specifications for road and bridge works(4th Revision) |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributer at the rate of 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Revision) |
| 7 | Providing and laying 50mm thick Bituminous Macadam using crushed aggregates of Grading-II & 60/70 penetration grade bitumen premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction and as per Clause 504 of MoSRT&H specifications for Road and Bridge works (4th Revision) |
| 8 | Providing & laying Bituminous Concrete of grading -II using crushed stone Gr.-II materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision). |
| 9 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms. Per Sqm. area (for road marking) thickness of 2.5mm 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 in all respect as per Clause 803.1, 803.2, 803.4.1, 803.4.2, 803.4.3, 803.4.4, 803.4.5, 803.4.6, 803.6 to 803.8 of MORT&H specification for road and bridge work (4th. Revision) and direction of Engineer-in-charge. |
| 10 | Carriage of dislting materials /over burden earth and/ dismantled materials from the work site and disposing off the same within 5 km. lead by mechanical transportation including loading & unloading ,hire and running charges of machineries, cost of all labour, sundries and T&P. etc. complete Please Enable Macros to View BoQ information |
