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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. |
| 2 | All kind of Soil 50% |
| 3 | Soft Rock 30% |
| 4 | Hard Rock 20% |
| 5 | Disposal of excavated earth by an average of 5 km by Mt |
| 6 | Earth work in excavation by mechanical means in trenches for foundation ,drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed. |
| 7 | All kind of Soil 60% |
| 8 | Soft Rock 40% |
| 9 | Dumping stone/earth filling in horizontal on level and backfilling behind R.wall including cost of stone. |
| 10 | Stone filling 60% |
| 11 | Earth filling 40% |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources incld.weep hole etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 14 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. Qty vide X-Section (R/Wall) |
| 15 | Scratching of old bitumenous surface |
| 16 | Providing and laying of 150mm thick granular sub-base including carriage, loading and unloading complete job |
| 17 | Providing, laying 75mm thick 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 |
| 18 | Providing and applying tack coat using hot bitumen Emulsion 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 specifications. On W.B.M. @ 0.75 Kg/sqm |
| 19 | Providing and laying 50mm thick 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. 50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 20 | Providing and laying 25mm thick 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 Batch Type Hot Mix |
| 21 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 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. |
| 22 | Providing and fixing crash barrier incld. all necessary fixture double beam (complete job) |
| 23 | Providing and fixing all necessary fixtures |
| 24 | Informative Board |
| 25 | Cautionary and mandatory signage. |
| 26 | Km Stones |
| 27 | 200m stone |
| 28 | Providing and applying 2.5mm thick road marking strips |
| 29 | Providing/laying of 300 mm dia MS pipe including carriage upto site. Please Enable Macros to View BoQ information |
