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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 1 All kinds of soil :70% O.R 30% |
| 2 | Treatment of soil using chemical like round up for anti weeding laid in holes @300mm c/c and consumption @600 ml 10 sqm NSI |
| 3 | 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. |
| 4 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 6 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 8 | Supplying and stacking at site Graded crushed stone aggregate of size 11.2mm nominal size (type A+B) |
| 9 | Supplying and stacking crusher dust at site |
| 10 | 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. 16.38.1 On W.B.M. @ 0.75 Kg/sqm. |
| 11 | 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-Charge50 to 100 mm average compacted thickness with bitumen ofgrade VG-30 @ 3.5% (percentage by weight of total mix) prepared inDrum Type Hot Mix Plant of 60-90 TPH capacity. |
| 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- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90TPH capacity. |
| 13 | Providing and laying of synthetic coating to smoothen surface in 8 layer two layers for resurfaceing four layers for cushioning two layers for colour coating including link marking and certification of court by ITF accredited lab. The cost also including maintenance of court for 3 years and applying one layers of resurface two layers of colour and line marking at the end of maintence period of 3 years NSI |
| 14 | Providing of Fixing Height adjustable fixing volley Poles (minimum 4 inch dia ) with Net and anteena NSI |
| 15 | Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge. |
| 16 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 18 | Supplying and stacking of good earth at site including royalty (earthmeasured in stacks will be reduced by 20% for payment) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for:.1 Foundations, footings, bases for columns |
| 20 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 21 | Sand for an av. 70 Kms disntace. |
| 22 | Stone Agregate bajree 05km distance |
| 23 | Stone aggregate 63mm to 45mm size for an av.05 Kms distance . |
| 24 | Stone aggregate 53mm to 22.5mm size for an av.05 Kms distance . |
| 25 | Stone aggregate/screening11.20 mm nominal size size for an av.05 Kms distance .(A=B) Please Enable Macros to View BoQ information |
