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| 1 | Clearing of Site and Disposal Of Malba &, Garbage from site by head Load |
| 2 | Dismentaling of existin pavement work |
| 3 | Excavationin foundation inordinary soil (loam ,clay or sand) including lift up to 1.50 m.& lead upto 30 m. and including filling, watering and ramming of excavated earth in to the trenches or in to the space between t he build1r1g and the sides of foundation trenche s or into theplinth and remov al and disposal of surplus earth as directed by theEngineer-in -charge up to a distar1ce of30 meter from the foundation trenches. .251 |
| 4 | Providing and laying in cement concrete 1:6:12 (1 cement:6fine- sand:1.25 FM : 12 graded Brick aggregate 40 mm. nominal size) and curing including cost of material etc. S.N. No-273 |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniformlayers with motorgraderon preparedsurface, mixing by mixin place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause S.N. No- 401 |
| 6 | providing and laying spreading and compacting stone aggregates of specific size (53-22.4mm) to water bound macadam specification including spreading in uniform thickness, handpacking, rollig with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone sceening material to fillup the interstices of course aggregate, watering and compacting to the requirred density grading 3 as per technical specification clause 405 |
| 7 | Class-150 brick work in 1:4 cement and Coarse -sand mortorincluding supply of all materials.labour and· T&P etc.required for proper completion of the work . S.N. No- 307(b) |
| 8 | providing and laying 25mm thick PCC floor in 1:2:4 with cement coarse sand and 20 mm gauge stone grit. Including supply of material T& P etc. for complete work. NBO No. 14.69 |
| 9 | Plaster 1:4 cement and C/sand |
| 10 | Supply and Laying of 80 mm thick Zig-Zag enter locking mechanically compressed inter locking CC paver block, manufatured by high prasure controlled in vaibration machine having minimum 5 mm thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver blocks shall not be less than 30 Mpa & 4.5 kg/No. and ISI marked and as per drawing and confirming IRC-SP-63-204 including cost all material labour T&P etc. 4 cm thick cussion of local sand and 2 cm thick bilding of interlocking with local fine sand and also including filling gap the cost of all material, labour T&P etc. complete of work |
| 11 | R.C.C.work with cement ,approved coarse sand and 20 mm (3/4\") gauge approved stone ballastin the proportion of 1:2:4in lintels of doors and windows sunshade and RCC projection excluding supply of reinforcement and its bending the same with 24BG binding wire including supply of all materials, labour and T&P etc. required for proper completion of the work as per SI No. 283 |
| 12 | Mild steel or iron in plain work such as reinforced concrete or reinfocrd brick work . wrought to required shape as necessary including bending for proper completion of workandincludingsupplyofTor steelitswastagebendhookandauthorised over1apping shall be measured as per SI No. 504 |
| 13 | Supply & fixing of information sign board |
