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| 1 | Clearing of jungle including uprooting of rank vegetation, grass, bush wood trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m. Outside the periphery of the area cleared. |
| 2 | Silt clearance from canal inclusive of initial lead and lift 50 m and 1.5 m resp. |
| 3 | Earthwork in excavation by manual means over areas ( Exceeding 30 cm and upto 1.50 m in depth, 1.50 m in width as well as 10 m^2 on plan) including disposal of excavated earth upto 1 metre from cutting edge, disposed earth to be leveled and neatly dressed (in all kind of soil). |
| 4 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All work upto plinth level.1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggregate 20 mm nominal size), crushed aggregate. |
| 5 | Hand packing stones in wire crates; excluding cost of crates and stones. |
| 6 | Supply of stones |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | 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. |
| 9 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 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 specifications On W.B.M/W.M.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-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 12 | 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 specifications On bitumen surface @ 0.50 Kg/sqm. |
| 13 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings 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 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 14 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg 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. |
| 15 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil Berm filling.In Shoulders |
| 16 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 17 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering. Shuttering, finishing and reinforcement-All work upto plinth level. 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars |
| 19 | Centering and shuttering including strutting, propping etc. and removal of formwork for:Foundations, footings, bases for columns. |
| 20 | Carriage of sand and aggregate average lead 10 km by Mechanical Transport. |
| 21 | Carriage of Stones average lead 10 km by Mechanical Transport. |
| 22 | Add Cost of 4 No. Wire Crates. Please Enable Macros to View BoQ information |
