PROVN OF HARDSTANDING WITH INTERLOCKING TILES NEAR EASTERN MALL AT PMS

Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed.

M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.

M&L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M & L for PCC (1:3:6) Type D2 using 40 mm graded aggregate used as in sub base floor/pavings and finishing complete all as specified and directed by Engineer-in-Charge.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

Material and labour for Machine pressed precast concrete interlocking paver block(Coloured) pre-polished , any size and shape conforming to IS 15658-2006 of 80mm thickness, M-40 grade complete all as specified including taking out the existing one.

M&LProviding and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed.

M&L, for preparation of concrete kerb stone or plaster surfaces of any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamel paint overr one coat of priming paints complete all as specified and directed.