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| 1 | PART 'A' - Civil Work |
| 2 | Providing and Laying granular sub base material having P.I. note more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured) Grading as per MoRTH specification : Table 400-1, 400-2, with CBR value not less than 30. To achieve 95% Proctor |
| 3 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisete type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no. 2 (63-45mm) crusher broken |
| 4 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisete type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no. 3 (55-22.4 mm) crusher broken |
| 5 | Providing and laying Primer coat over prepared surface or granular base with bitumen emulsion as per IS 8887 & manufacturer's specifications @ 8.5 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification : CI.503, 112 |
| 6 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification |
| 7 | Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23 heating bituminous binder @ 14.6 kg/10 sqm and aggregates in hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km, (MoRTH specification : Clause 511,112) with all lead in hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader with bitumen grade VG-30 |
| 8 | Providing and applying premixed seal coat type \\"B\\" comprising of thin application of fine aggregate (0.06Cum. per 10 Sqm) premix with 6.8 Kg per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8 - 10 tonne including all lead of mix material (MoRTH specification : Clause 513) with all lead with bitumen grade VG-30 Please Enable Macros to View BoQ information |
