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Sl. No.
Item Description
1
eEarthwork in surface excavation not exceleending 30cm in depth but excending 1.50 excavatade earth up to 50m and lift up to 1.50 as directed by Engineer in charge & DSR no.2.1.1 for All kind of soil Drain /Retaining wall
2
carted Earthwork in foudation of stucture as per instruction of e/l
3
providing and laying 1:4:8 All work up to plinth level as per dsr 4:1:8 wall
4
Brick work with common burtn clay F.P.S (non modular bricks of class degination 7.5 in foudation and plinth in cement mother 1:4
5
p/l 12mm thick plaster of mix of 1:4 cement 4 coarse sand as per DSR 13:4.1 wall outer side
6
providing and laying damp proof course 40mm thick with cement concrete 1:2:4 cement 2coarse sand zone derived from natural sources 4 graded stone aggregate 12-5mm nominal size derived from natural sources as per DSR
7
contruction of granular sub base grade-1 by providing well grated materials spreading in uniform layers 1.28 times compaction with smooth wheel roller to achived the desird density complete as per technical specification clause
8
providing and laying in position cmemt concrete of specified grade 1:1 excludiing the cost of centring and shuttering all work up to plinth level as per
9
S/L reinforcement in rcc work including all cost complete all cost complete
10
providing and laying of pundation inauguration stone as per direction of enhineer in charge
11
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