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| 1 | Engagement of labour for Making crown of 3'' to 6'' height by filling available earth over the tyrench for strightening and strengthening of edges. |
| 2 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 4 | Providing and laying water bound macdam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 Km capicity. Base course wth 63mm-45mm size including screening 13.20mm size in two layers of 75mm thick (Consolidated) each layer. |
| 5 | Providing and laying water bound macdam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 Km capicity. Base course wth 53 mm to 22.4 mm size including screening 11.20mm size. |
| 6 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface. @ 0.50 Kg/sqm |
| 9 | Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 10 | Disposal of excavated soil by Mechanical Transport including loading and unloading complete for an average lead of 10Km |
| 11 | Stone aggtregate above 40mm |
| 12 | Crusher Screening |
| 13 | Crusher Dust |
| 14 | Crusher Bajree Please Enable Macros to View BoQ information |
