PROVN OF FLAG POST WITH SHED AND OTHER MISC B/R ITEMS WKS AT BLDG NO -830 AND SPL REPAIR OF HARDSTANDING NEAR D/1/479 OF NORTHERN POCKET AT PMS

Dismantling of Stone slabs and tiles of any description or thickness in floors laid in dry and ponted etc. complete all as spd and directed.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed

Excavating in post holes ( or similar holes) each n.exc 0.5 cum getting out , and removing surplus soil to a distance n.exc 50m and making good surface, in soft/loose soil.complete all as spd and directed.

Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.

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

Removing excavated soil to a distance not exc.50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed.

Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as 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 broken stone/boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as spd and directed.

M & L for PCC type C2 1:3:6 using 40 mm graded aggregates as in foundations, fillings and mass concrete.