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| 1 | Earth work in excavation by manual means 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 |
| 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 mix (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | 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:7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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 levelProviding 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 level5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level -TMT Bars |
| 7 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 8 | Centering shuttering incl strutting propping etc and removal of the form :-mass conc foundations of columns ,abutments etc |
| 9 | Centering shuttering incl strutting propping etc and removal of the form :-Slab ,suspended floors |
| 10 | Carriage of Sand |
| 11 | Carriage of bajri |
| 12 | Carriage of steel |
| 13 | Carraige of cement |
| 14 | Carriage of stone at an average 0.500 kms by animal Transport. |
| 15 | 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. 2.6.1 All kinds of soil : |
| 16 | Dry random rubble masonry with hard stone in foundation and plinth:7.3.2 Without bond stone |
| 17 | Carriage of stone for average lead of 0.500 km by H/Load |
| 18 | CIB Please Enable Macros to View BoQ information |
