Slope stabilization work between 9/0 to 10/0 and 33/0 to 36/0 on nh-58e

Stabilization to the unstable hill slope to prevent soil erosion near shree paikdev temple at digas panchawadi in shiroda constituency.

Stabilization to the unstable hill slope for the hill to protect soil erosion at talwate tallyewada in village betoda of shiroda constituency.

Road safety works including crash barriers interlocking blocks retaining wall roadside drainage junction improvement at barekhan fanta and dholapani (ch. 27/500 and 44/500), and slope stabilization from ch. 84/0 to 85/0 on nh-56

Provision of slope stabilization work at jn line (near t/688 and t/506), osq (opposite to t/128) and offr accn (near t/218) of cijw school vairengte under ge silchar

Cs for dpr for rehab and upgrade of chakki dhar katori banikhet chamba bharmour (including specialized measures for slope stabilization and river cut protection at the vulnerable locations) from km. 0.000 to 106.000 pkg-1 of nh 154a in himachal prade

Cs for dpr for rehab and upgrade of chakki dhar katori banikhet chamba bharmour (including specialized measures for slope stabilization and river cut protection at the vulnerable locations) km. 106.000 to 172.000 pkg 2 of nh 154a in himachal pradesh

Leftover miscellaneous work like construction of minor bridges, earth work in filling on embankment, blanketing , retaining wall, boulder backing, & turffing on slope of embankment between madhubani to sagauli section in connection with construction of hajipur-sagauli new rail line project.

Rockfall protection, slope stabilization and debris flow protection alongwith other associated miscellaneous works for vulnerable locations from kheraund (excluding) to major bridge 108 (excluding ) and km. 41.500 to 42.220 (on left side in increasing chainage direction) & km. 41.710 to 41.900 (on right side in increasing chainage direction) in connection with new bg line between tilaiya to koderma under the jurisdiction of dy.ce/construction/ dhanbad

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