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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: AKS |
| 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: 1:3:6 with 20 % boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth:With bond stone. |
| 6 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate |
| 7 | Providing and laying damp-proof Course/ coping 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 |
| 8 | Slip clearance/Drain Clearance In soils; mixed with moorum/ Kankar/shingle /boulders; disposallead upto 50 m and lift upto 1.5 m. |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 12 | Carriage/consumption of material |
| 13 | Sand for an average distance of 65 km by MT |
| 14 | Aggregate 40 mm normal size for an average distance of 35 km by MT |
| 15 | Aggregate 20 mm normal size for an average distance of 35 km by MT |
| 16 | Stone for an average distance of 10 km by MT |
| 17 | Disposal of mulba/slip for an average distanceof 3Km Please Enable Macros to View BoQ information |
