PROVN OF TOILET BLOCK NEAR PUF SHELTER NO 785, PROVN OF FALSE CEILING, TURBO VENT, PROVN OF WALL PANELLING, PROVN OF DRAINAGE, PROVN OF DRAIN, PROVN OF HARD STANDING AND PROVN OF CEILING AND EXHAUST FAN FOR JCO/OR MD ACCN AT PMS UNDER GE PANAGARH

Surface excavation exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and directed.

Excavating over areas in soft/loose soil, n exc 1.5 m deep and getting out, complete all as specified and as 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.

All as per item No 3 here-in-before but of depth exc 1.50 m and n.exc 3.00 mtr

Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.

M & L for removing excavated soil n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed.

M&L for hardcore of broken stone or boulder of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.

M & L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering and all as specified and directed..

M&L for 300 mm thick (compacted) in three layers of each 100mm thick in 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 Coarse Sand filling under floors or in foundations including spread and levelled in layers n.exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.