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| 1 | 15.62 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge. |
| 2 | 2.7 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. All kinds of soil : |
| 3 | 2.7 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. Ordinary Rock |
| 4 | CEMENT CONCRETE (CAST-IN-SITU) 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) |
| 5 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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 of grade Fe-500D or more. |
| 8 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 9 | Providing and fixing extra heavy duty ductile iron manhole cover and frame circular 600mm clear opening conforming to IS 12592 suitable for 40 tonne axel load including embedding M25 in cement concrete complete as per direction of engineer in charge. (LMR) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 11 | 2.23 Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 12 | 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. color design and pattern. |
| 13 | 16.2 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 14 | Supplying and stacking at site 16.4.1 Graded crushed stone aggregate of size 16.4.1.2 63 mm to 45 mm |
| 15 | Supplying and stacking at site 16.4.1 Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 16 | Supplying and stacking at site Stone screening of size 16.4.3.1 13.2 mm nominal size (Type B) |
| 17 | Supplying and stacking at site Stone screening of size 16.4.3.1 11.2 mm nominal size (Type B) |
| 18 | 16.5 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 19 | 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. 16.39.1 With rapid setting bitumen emulsion 16.39.1.1 On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 20 | 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. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 21 | 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). 16.41.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 22 | 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. |
| 23 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 1400 mm dia. R.C.C. pipe (laying by manual/mechanical means) Complete Job |
| 24 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 25 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 450 mm dia. R.C.C. pipe |
| 26 | Disposal of Earth at an average distance of 05 Kms By MT |
| 27 | Carriage of sand at an average distance of 30 Kms By MT |
| 28 | Carriage of stone aggregates below 40mm at an average distance of 07 Kms By MT |
| 29 | Carriage of stone aggregates 40mm and above at an average distance of 07 Kms By MT |
| 30 | Carriage of 1400m pipe at an av lead 220 Km By MT Complete Job |
| 31 | Carriage of 600m pipe at an av lead 220 Km By MT |
| 32 | Carriage of 450m pipe at an av lead 220 Km By MT Please Enable Macros to View BoQ information |
