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| 1 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 2 | Beyond 30 cm upto 60 cm Girth |
| 3 | Beyond 60 cm upto 120 cm Girth |
| 4 | Engegement of JCB for clearance of site , and level the surface removal of trees, plants including dressing of road as per directions of Engineer Incharge |
| 5 | P/L of RCC Spun Pipes NP2 of Required dia to the Recorded cross slope in proper position with proper cushion incld. Trench excavation and refilling of excavated involved with loading and unloading all complete |
| 6 | 400 mm Dia |
| 7 | 450 mm Dia |
| 8 | 600 mm Dia |
| 9 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials . |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, 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 specification etc. on WmM @ 0.75kg/Sqm |
| 11 | Providing and laying 50mm thick 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-10 @ 3.5% (percentage by weight of total mix) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete inld. all carriages |
| 12 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver 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 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete inld all carriages. |
| 13 | Providing and laying 6 mm seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, of bitumen of grade VG - 10 bitumen per Cum of fine aggregate and 0.60 Cum of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete Incld: all carriages |
| 14 | Development of Shoulders/Berm on either side of the road by way of P/L of RBM inc.d levelling, watering and consolidation with PRR or 8-10 Ton capacity incld. Cost and carriages of all materials involved with loading and unloading all complete |
| 15 | Construction of B-Wall R-Wall and Drain at various spots |
| 16 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: |
| 17 | Providing & Laying of stone soling (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete |
| 18 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg.) |
| 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: (1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 21 | P/F of 75 mm dia PVC Pipes as weep holes incld. Carriages involved complete |
| 22 | Carriage of Different Materials Involved |
| 23 | Crushed stone Aggregates incld. & above 20 mm n/s for avg. lead of 15 Km by MT |
| 24 | Sand for Avg. lead of 15 Km Please Enable Macros to View BoQ information |
