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| 1 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-ChargeAll kinds of Soil |
| 3 | Slip Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. at spots |
| 4 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) at spotsWet |
| 5 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) at spotsDry |
| 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | Supply of stones including cost of stones for wire crates |
| 9 | 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) |
| 10 | 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 |
| 11 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations.Khul section & R/wall |
| 14 | Edges of slabs and breaks in floors and walls |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Carriage of Sand from Nearest source for an average distance of 50 km by MT and 1500 Mtrs by Head load. |
| 17 | Carriage of Aggrigate 20mm from Nearest crusher to site of work for an av. Distance of 50 km by M.T and 1500 Mtrs by Head load |
| 18 | Carriage of stone from nearby to site of work for an average distance of 20 km by mechanical transport and 1500 by Head load. Please Enable Macros to View BoQ information |
