Estimate for restoration of damaged lining portion of old chhanga disty (0-68000), mamdot disty (0-56975) and new chhanga disty (0-27500).

Construction, removal and shifting of damaged and missing slab of all earthing pit of 220/132/33 kv side, cable trench slab of 220/132/33 kv side and other than 220/132/33 kv at 220kv/132kv/33 kv gss campus ,ulijhari

Allied civil works for damaged 160/100 mva t/f 220/132/66 kv in the jurisdiction of civil works sub-division amritsar for fy 2026-27.

Refer to boq

Maint.of of pipe d.s, t.ms and sub mains by way of replace of damaged ones with all items/ fittings (by way of restoration of old rwm for wss nengerpora ,replacing old damaged pipes and welding ) under m and r.

Permanent restoration of 132 kv dc rajouri draba transmission line (hilly and snow bound area) at village kote mera, thanamandi, rajouri damaged during the flash floods of u.t of j and k

Permanent restoration of damaged portion of stretch from km 23 00 to 24 00 and km 44 00 to 45 00 and km 56 00 to 60 860 and construction of additional culverts in jalandhar kapurthala sultanpur lodhi makhu road sectionofnh703a inthestateofpunjab

S/r to road from hospital square to subhas bose square padakothi chhak for the year 2026-27. (such as restoration of damaged b.t portion of road due to heavy rainfall in patches from ch. 0/385 km to 0/445 at subhash bose square at ch. 1/634 km.)

S/r to road from subhas bose square to acharya harihar square for the year 2026-27. (such as restoration of damaged b.t portion of road due to heavy rainfall in patches from ch.0/000 km to 0/036 km,0/343 to 0/365 km 0/391 km to 0/431 km .)

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching