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| 1 | 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 |
| 2 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed 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 @20% boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 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) |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 6 | Stone filling hand packed in horizontal on level including cost 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 | Centering and Shuttering |
| 9 | Foundations, footings, bases of columns |
| 10 | Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc |
| 11 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 12 | Drain/Slip clearanceIn soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 13 | Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI |
| 14 | 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. |
| 15 | 2600 mm dia. R.C.C. pipe |
| 16 | 41000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 17 | Supplying and stacking at site Graded crushed stone aggregate |
| 18 | 63 mm to 45 mm |
| 19 | supplying and stacking at site stone screening of size13.2 mm nominal size |
| 20 | Supplying at stacking at site Good Earth |
| 21 | Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density |
| 22 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 23 | Sand for an average distance of 130 kms by M.T |
| 24 | Stone aggregate below 40 mm nominal size for an average distance 15 kms by M.T |
| 25 | Stone for an an average distance of 10 Km by M.T |
| 26 | Stone aggregate above 40 mm for an average distance of 15 kms by M.T |
| 27 | Good Earth for an average distance of 10 kms by M.T Please Enable Macros to View BoQ information |
