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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: in 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 excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 75 mm diametre |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 8 | Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Stone filling hand packed in horizontal on level including cost of stones. |
| 10 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 11 | Carriage consumption |
| 12 | Carriage of sand from source to site of construction average lead 8 kms by M.T. including loading and unloading and stacking at site complete |
| 13 | Carriage of below 40mm aggregates average lead 8 kms by M.T. including loading and unloading and stacking at site complete |
| 14 | Carriage of stone by an average distance of 8 km by M.T |
| 15 | Disposal of Mulba average distance 1Km by MT Please Enable Macros to View BoQ information |
