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| 1 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Providing and laying stone soling in horizontal on level |
| 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | 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) |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Columns, pillars, piers, abutments, posts and struts. |
| 9 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 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 | Dumping stones on level in horizontal incld. Supply of stones |
| 13 | Hand packing stones into wire crates excld. Cost of crates and stones |
| 14 | Supply of nallah stones (boulders) |
| 15 | Cost of B.A Wire |
| 16 | Providing, installation, commissioning & testing of Double winch machine complete set of standard quality of 5 tonne capacity with coupling road, coupling set double threaded 50mm dia winch rod, Gears, Pedestal Rain Cover, Grease Lids, MS Sleeves, operating Handling with locking arrangement including greasing & oiling complete job including all carriage & extra carriage upto site of work (subject to actual) |
| 17 | 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. |
| 18 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry |
| 19 | Carriage of materials from source to road site of work by mechanical transport incld. Loading unloading and stacking: Stone soling for an av lead of 05 km |
| 20 | 40mm aggregate for an av lead of 40 km |
| 21 | 20mm aggregate for an av lead of 40 km |
| 22 | Sand for an av lead of 30 km |
| 23 | Cement / steel for an av lead of 05 km |
| 24 | Quarry stones from Saderkoot for an av lead of 30 Km |
| 25 | Carriage of materials from road site to site of work by manual means incld. Loading unloading and stacking for an av lead of 300 mtr. Stone soling |
| 26 | 40mm aggregate |
| 27 | 20mm aggregate |
| 28 | Cement |
| 29 | steel |
| 30 | Quarry Please Enable Macros to View BoQ information |
