|
| 1 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters |
| 2 | Treatment of soil for anti termite and Weedicide using chemical emulsion @ 1litre/hole 300mm including drilling 12mm diameter holes and plugging with cement mortar 1:2 including cost of chemical emulsion |
| 3 | Supply, stacking and laying of graded stone aggregate/ water bound macadam with specified aggregate, screening and binding material, screening, sorting, spreading to template and consolidation with PRR 8-10 Tonne capacity complete excluding carriageall complete |
| 4 | 63 mm to 45 mm |
| 5 | 53 mm to 22.4 mm |
| 6 | 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 andpreparing 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 ofgrade VG-30 @ 3.5% (percentage by weight of total mix) prepared inBatch Type Hot Mix Plant of 100-120 TPH capacity |
| 8 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stonechippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight runbitumen including consolidation with road roller of 6 to 9 tonne capacity With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 9 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling andfinishing with road all complete. |
| 10 | Providing and laying of synthetic coating to smoothen surface in eight layers, a) two layer resurfacer , b) four layers of cushioning (rubberised ), c) two layers of colour coating acrylic rubber paint, d) line marking of ISO 9001 & 2015 certified make including ITF approved certification under 1 star rating |
| 11 | supply & fixing of height adjustable goal post with net incl. all fixtures complete job as per direction of engineer in charge |
| 12 | 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: |
| 13 | 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 14 | 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 15 | 40mm thick Cement concrete flooring in 1:2:4 mix |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work |
| 17 | Carriage of material from source to site of work M.T including loading & unloading complete |
| 18 | sand and agg for avg Lead of 35 km |
| 19 | Aggregates for avg Lead of 35 km |
| 20 | Screening for avg Lead of 35 km Please Enable Macros to View BoQ information |
