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| 1 | Earth work in embankment in ordinary soil, i.e ramming and dressing and cartage from 5km, earth. SI No.23a |
| 2 | Excavation in foundation in ordinary soil (loan, clay or sand) including lift up to 1.5 m and lead up to 30m and including filling waterning and ramming of excavated earth in to the trenches or in to the space in to the building and the side of foundation tranches.3and including all material labour, T&P, and alltaxes for the proper Conpletion of the work. as per direction of Engineer in charge. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Concrete with 4cm. Guage brick ballast fine sand of 1.25 F:M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No 275 |
| 5 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including all meterial, labour, and T&P etc for proper complection of the work.all meterial, labour, and T&P etc. required for propercompletion of the work. SI No 307(a) |
| 6 | 12mm thick plaster with 1:3 cement and fine sand of fineness modulus 1.25including of all meterial, labour,and T&P etc. required for propercompletion of the work. 582 |
| 7 | Supply of 80 mm thick I shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibreation machine having plan dimension 200 x(160+120mm) with minimum 5 mm thick toppingof O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 30 MPa& 4.5 Kg/no. including cost of all material, labour T&P etc. required for proper completion of work as directed by Engineer-in-Charge . Grey color |
| 8 | Concrete with 2 cm guage stone grit instead4cm guage stone ballastoffine sand of 1.25 F.M and cement in proportion of 1:2:4 in foundation and under floorsand incliding supply of all meterial T&P and labour cess etc. as per direction of Engineer in charge.required for propercompletion of the work. (SI No- 279 A) |
| 9 | R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades 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 centering and shuttering etc. and supply of all meterials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by the contractor free of cost. SI No- 283 |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel . SI No 504 |
