Improvement and widening of road from gondpur behli to bathu gurplah including bridge over gondpur jaichand khad km. 0-0 to 8-655 sub head imp. retaining wall., missing cd, gsb,wmm tarring work, side drain, paver block, c.c pavement and parapet inc

Balance work for construction of 40 mtr span psct beam bridge over maslana khad on link road jowar maslana jaman kwali via guliar at rd 0/894 ic both side approaches sh const of rwall gsb wmm and bc for approaches under mmgsy

Job 1 construction of and m.t shaheed amol kalia basti chintpurni to kinnu via raida paida duhal bangwalan road including bridge from km. 0-0 to 9-570 sub head formation cutting, retaining walls, cd works, gsb, wmm, 30mm thick sdbc, c.c. pavement, in

Construction of 40.00 metre span bridge, formation cutting, passing places, retaining walls, cross drainage work, gsb, wbm-ii, wbm-iii, tarring work, cement concrete pavement, side drain and parapets including five year routine maintenance after comp

Construction of 40.00 metre span bridge, formation cutting, passing places, retaining walls, cross drainage work, gsb, wbm-ii, wbm-iii, tarring work, cement concrete pavement, side drain and parapets including five year routine maintenance after comp

Formation cutting, passing places, r/walls, c.d. work, gsb, wbm-ii, wbm-iii, tarring work, cc pavement, side drain and parapets including 19.75 mtr span bridge over nera khad including five years maintenance after completion of work

Construction of road from kharuni to khairiyan via chaplah, garli, deehar, makdi and chamboa sub head formation cutting, retaining walls, c.d. works , gsb, wmm, tarring work, side drain, c.c. pavement and parapets, road fureniture, p.f logo board, km

C/o balance work i.e. r/wall, b/wall, at various rds., p/l 900mm dia rcc hume pipe culvert at rd. 3/565, p/l gsb, wmm, tarring in km. 1/900 to 2/020, 3/570 to 3/899, 3/840 to 5/470, p/l interlocking concrete block pavement at rd. 3/800 to 3/950, v-

C/o balance work i.e. r/wall, b/wall, at various rds., p/l 900mm dia rcc hume pipe culvert at rd. 3/565, p/l gsb, wmm, tarring in km. 1/900 to 2/020 3/570 to 3/8003/840 to 5/470 p/l interlocking concrete block pavement at rd. 3/800 to 3/950 v-sh

F/c r/wall b/wall, c/d work gsb wbm-ii wbm g-iii tarring work road side drains parapets cc pavement and c/o 102.50 mtr span prestressed concrete box girder bridge over dehar khad at rd 0/240 i/c 5 years routine maint. nabard ridf-xxix