PROVN OF HARDSTANDING NEAR SHED No A/8/12 OF ASC BN (MT) (APPX 1000 SQM) AT PMS

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

Removing excavated material of soil n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as spd and directed.

M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller 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 laying and compacting total 150mm compacted thickness (laid in two layers of 75mm each) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge Works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver / mechanical paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed.

M & L for PCC (1:3:6) Type C2 using 40 mm graded aggregate used as in sub base floor/pavings and finishing complete all as specified and as directed.

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

M&L for pre-polished factory made 80mm thickness precast concrete interlocking paver block (coloured) any size and shape with grey cement and pigment confirming to IS 15658-2006 of M-40 Grade complete all as specified and directed

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.

Supplying and laying of PVC underground drainage sewer system pipe bearing 200 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed.