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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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 meter 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 with:1:5:10 (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) Cement Concrete |
| 4 | 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) BOULDER |
| 5 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 75 mm diametre |
| 6 | Centring and shuttering including strutting propping etc and removal of formwork for: foundation footings,bases of columns etc for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: 2 Walls (any thickness) attached pilasters, buttresses, plinth and string courses etc. |
| 8 | 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. |
| 9 | Earth work in bulk excavation by manual means 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. |
| 10 | construction of CIB (includes concrete pedestal/brick size 3'x2' plastering, painting all complete job as per direction of engineer in charge |
| 11 | Carriage of cement from an avg. distance of 22 K.M by MT and 50 Mtrs by AT |
| 12 | Carriage of Sand from an avg. distance of 22 K.M by MT and 50 Mtrs by AT |
| 13 | Carriage of Aggregate below 40mm from an avg.distance of 22 K.M by MT and 50 Mtrs by AT |
| 14 | Carriage of Stone from an avg.distance of 600 Mtrs by AT Please Enable Macros to View BoQ information |
