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| 1 | Earth work in excavation by manual means 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: All kinds of soil |
| 2 | Providing and fixing of GI Pipes 150 mm dia complete with GI fittings excluding trenching and refilling etc. (external work) |
| 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Steel Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT bars of grade Fe-500 or more for anchoring steel rope Lumsum 25mm dia bars and 12mm dia bars |
| 6 | 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) |
| 7 | Providing steel rope crossing including cost of steel rope 20 mm dia, U- clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pulley along with the operator, laying and fitting of GI pipes all complete job |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 9 | 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. |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth Without bond stone (Nallah). |
| 11 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 12 | Carriage of Stone from nearest source to site of work for an average distance of 01 km by head load. |
| 13 | Carriage of Sand from nearest source to site of work for an average distance of 60 km by MT and 02 km by head load. |
| 14 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 90 km by MT and 02 km by head load. |
| 15 | Carriage of Cement from nearest source to site of work for an average distance of 200 km by MT and 02 km by head load. |
| 16 | Carriage of Stone Stone aggregate 40 mm from nearest source to Site of work for an average distance of 01 km by head load. |
| 17 | Carriage of GI Pipe 150 mm dia from nearest source to site of work for an average distance of 150 km by MT and 02 km by manual means. Please Enable Macros to View BoQ information |
