doda bharath km10th rd (0-1000) - slip clearance - in ordinary soils disposal lead upto 50 m and lift, upto 1.5 m. 70%, in soils; mixed with, moorum/kankar/shingle/boulders; disposal, lead upto 50 m and lift upto 1.5 m. 30%, earth work in excavation by mechanical means, (hydraulic excavator) 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,, within a lead of 50 metres:, all kinds of soil :, 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: 1:4:8 (1 cement : 4, coarse sand : 8 graded stone aggregate 40 mm, nominal size), 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), cement concrete flooring 1:2:4 (1cement: 2, coarse sand: 4 graded stone aggregate) finished, with a floating coat of neat cement including, cement slurry and curing complete, but excluding, the cost of nosing of steps etc., complete.50 mm thick with 20mm nominal size, stone aggregate., centering and shuttering including strutting,, propping etc. and removal of form work for:, foundations, footings, bases for columns, scarifying the existing bituminous road surface to, a depth of 50mm and disposal of scarified, material within all lifts and lead upto 1 km (by, mechanical means)., 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, providing and applying tack coat using bitumen, emulsion conforming to is: 8887, using emulsion, pressure distributer including preparing the, surface and cleaning with mechanical broom., with rapid setting bitumen emulsion on w.b.m., /w.m.m. @ 0.4 kg/sqm., providing and applying tack coat using bitumen, emulsion conforming to is: 8887, using emulsion, pressure distributer including preparing the, surface and cleaning with mechanical broom., with rapid setting bitumen emulsion on, bituminous surface @ 0.25 kg/sqm., 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-incharge.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., 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 52 kg, 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, 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., 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 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., 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., carriage of materials, by mechanical transport including loading,, unloading and stacking, carriage of sand at an avg. lead of 10.00 km by, mt, carriage of bajree at an avg. lead of 10.00 km by, mt, carriage of stone aggrigate at an avg. lead of, 10.00 km by mt, carriage of mulba at an avg. lead of 2.00 km by, mt,
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