Repair/Maint of LT panels, LT cables along with allied works in Bikram Enclave, Ascone Node and other locations under GE (Utilities) Udhampur

Dismantling of old UNSVdamage/rusted PCC pole/steel tubular poles of any size necessary disconnecting cables/over head condcutor and removing unserviceable pole from site complete all as specified, and make good the distrubed surface complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of steel tubular swaged poles swan neck type with two coat of aluminium paint ovar a coat of red oxide zinc chrome prime in externally exposed to view portion and black bituminous painting to intenal surface and portion embeded in concrete incl making five alternative strips 30 cm wide in different colour above ground level or plinth level incl marking of MES pole No in black paint complete with cast iron base plate, final tapper plug, bolts, nuts and screws as specified type 410 SP-31 (9.00 mtr long) and complete all as specified and directed by Engineer-in-Charge.

Dismantling of cross arms fixed on steel tubular poles carefully and removing from site complete all as specified and directed by Engineer-in-Charge.

M & L for Cross arm bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

M &L for demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregates for filling in road cuts/hard standing etc complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 mtr depth for laying of underground cable, erection of poles etc. and getting out in soft/loose soil including separating serviceable bricks for re-use at site obtained during excavation complete all as specified and directed by Engineer-in-Charge.

Description all as per Ser item No 7.00 here-in-before, but exc. 1.50 metre depth and not exc. 3.00 metre deep.

Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc. 25 cm in soils complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil n. exc 50 m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.