Name of Work: No 27, ?????-24 ?????? ??? ??? ???? ?????? ????? ????? ?? ?????? ??? ?? ??????
Sl. No.
Item Description
1
Desmantling of old brick work etc all complete as the direction of engineer in charge.(AS PER PWD SOR 2022
2
Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge.
3
S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials,labour,tools, & plantetcall completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 }
4
First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
5
12 mm thick plaster with cement and coarse sand of 2.20 fineness modules in (1:3) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.09 ITEM NO 583)
6
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm )
7
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thicknesshavingplandimension200X(160+120mm) of O.P cement smoothing glossfinish,skid resistant manufacturered from rubber moulds
8
Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Red color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to IS:15658-2006 including cost of material ,labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge .
9
S/L Cement Concrete (1:2:4) with 2 cm gauge stone grit coarse sand and cement including all materials,labour,tools, & plantetcall completed as per the direction of engineer - in - charge.
10
Finishing wall with water proof cement paint of approved make and quality etcall completed as per the direction of engineer - in - charge.
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