|
| 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 in depth, 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 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) |
| 8 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 9 | 200 mm MS Pipe including laying and fitting. |
| 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 |
| 14 | Edges of slabs and breaks in floors and walls |
| 15 | Carriage of Sand from Nearest source for an average distance of 50 km by MT and 1500 Mtrs by Head load. |
| 16 | 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 |
| 17 | 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 (for Crate work at Head of Khul) |
| 18 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 19 | Supply of stones including cost of stones for wire crates |
| 20 | Carriage of stone from nearby to site of work for an average distance of 10 km by Mechanical Transport. |
| 21 | Carriage of stone from nearby to site of work for an average distance of 500 mtrs by head load. |
| 22 | Cost of Crates Please Enable Macros to View BoQ information |
