Link road amjhar from km 0/300 to 0/900

Rrd on bhanu pul to shami nallah road km. 0 00 to 1 325 sh c o r wall at section rd. 0 070 to 0 090 and 0 950 to 0 990

Providing and laying 25 mm thick bituminous concrete along with p/l of hot applied thermo plastic compound 2.50 mm thick for edge line under amp 2026-27 addl. km.

Preparation of detailed project report).

Rr damages on link road to village bashla km 0/0 to 1/00

C/o link road from tathol to dayal in km. 0/00 to 2/00.(sh removal of formation deficiency in km. 1/150 to 1/285, c/o 900mm dia rcc hpc with wing wala at rd. 0/885, 1/00 and 1/135 and p/l gsb in km. 0/00 to 1/00)under mmgsy

C/o link road from ojad to manon nalla in km 0/00 to 2/254 c/o r/wall st rd 0/302 to 0/323.40 and rofd and removal of slips between in km 0/00 to 2/254

Estimate for internal clearance of karmgarh link-2 disty rd 57565-90460, minor no. 3 rd 0-66130, jaswantpura sub minor rd 0-15080, gulahar sub-minor rd 0-14300.

C/o jeepable road from labrang to tapang kanda km. 0/00 to 7/00 (portion 0/00 to 2/900) (sh- formation cutting from km. 0/00 to 1/840 and providing protection work at various rds

Estimate for internal clearance of attalan minor rd 0-45344 and rd 50610-55030, bishangarh minor rd 0-36000 and minor no 2 of karamgarh link-2 disty rd 0-10500