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Sl. No.
Item Description
1
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated 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 upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only SOR-2020
2
M-150 Brick work in 1:4 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
3
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mbing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
4
Providing & laying spreading and compacting graded Stone eggregate to wet mix macadam specification prembong the matenal with water at OMC in mechanicalplant carriage of mixedmaterial by tpper to site laying in uniform layer with paver in sub-base/base coarse on wel prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406.
5
6) supply and fixing of 80mm thick shaped rubber moulded cement gray/ordinary red interlocking cementconcret paver blocks confirming 15:15650/2006 of control vibration napproved shape ine hamenso 200 (160+120) with minimum 5mm thick topping of OR cement mixed with 25% marble powder the compresive strength of concret paver block shall not be less than 30 mpa (M-30) including levelling and dressing of surface up to require label and slopes filling joints with local and inculding cost of material labour T&P required for proper completion of work as directed by E I and as per approved specifications
6
12mm thick cement plaster with 1:4 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as perdirection
7
RCC work in ratio 1:1.5.3 with cement and coarse sand and 200mm stone grit..........................completion of work
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