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| 1 | Excavation in foundation in ordinary soil (Loam, Clay and sand) including lift up to 1.50 m and lead up to 30 M and including filling, watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in- charge up to distance of 30 M from the foundation trenches.(S.I. No 251 (a)) |
| 2 | Concrete with 4 cm gauge approved stone ballast, coarse sand & Cement in the proportion 8:4:1 in foundation and under floorsincluding supply of all materials, labour, T@P etc.required for proper completion of the work. (S.I. No 281) |
| 3 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design in the ratio 1:1.5:3 cement, Coarse sand of F.M. 2.2-3.6 and 20 mm graded stone, aggregate layingand fixing of 125 microne thick polythene film including cost of Polythene sheet and also including complete shifting of materials & Concrete etc.supply of all material labour T&P etc required for proper completion of work as per direction of Engineer-in-charge. |
| 4 | R.C.C.Work with cement, approved coarse sand & 2 cm gauge graded approved stone grit in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centring and shuttring etc, and supply of all materials, labour, T&P etc,required for proper completion of the work including cost of binding wire. as per direction of Engineer-in-charge. |
| 5 | MS or iron work in plain work such as R.C.C.or R.B.work including bending for proper shape as necessaryincluding bending for proper completion of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured. |
| 6 | M-150 Brick work in 1:6 Cement & Coarse sand (F.M. 1.5 - 2.00) mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work as per direction Engineer-in-charge. |
| 7 | Construction of granular sub-base (close graded material table 400-1) by providing close graded material, mixing in a mecanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers on prepared surface and compectingto achieve the desired denesity, complete as per clause 401 B. by mix in place method. |
| 8 | Supply and laying of 60 mm thick precast cement concrete I- shaped or zigzag interlocking paver blocks with plan dimension [200x(160+120)]mm of O.P.Cement, smooth high gloss finish, through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 35 Mpagrade. Confirming to IS:15658-2006 inter lock tilesas per approved design & pattern with base of 50 mm thick local sand including supply of all material, labour, T&P etc, required for proper completion of work. |
