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| 1 | 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; 1.0 mtr. from cutting edge; all kinds of soil. |
| 2 | 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 with1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | 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) |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying tack coat using hot straight run bitumens of grad-VG-30 including heating the bitumen, spraying the bitumens with mechnically operated spray unit fitted on bitumen boiler ,clenaing and preparing the existing road surface as per specifications.On Bitunen surface @0.50 kg/sqm |
| 6 | 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% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 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 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 9 | Foundations, footings, bases for columns |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 11 | Filling by way of providing, laying, watering and compacting to proper grade and camber in layer not exceeding 200mm thickness by 8 to 10 tonne road roller river bed material mixed with course aggregates round nallah shingle max. size 75mm including carriage from source of supply to the site of work (Complete job). |
| 12 | Stone filling hand packed including cost of stones in horizontal on level. |
| 13 | Carriage of Material for an av. Lead of 30.00 Km by MT including loading / unloading and stacking at site complete. |
| 14 | Stone Aggegates below 40 mm nominal size |
| 15 | Stone Aggegates above 40 mm nominal size |
| 16 | Stones Please Enable Macros to View BoQ information |
