Construction of h.l. steel bridge single span 42m c/c of bearing over narwana branch canal at rd 11862 x-ing chanarthal kalan to gt road sadhugarh via attapur including its approaches, dismantling and 1.5m span slab culvert under pmgsy-iii (batch-1)

Construction of high level bridge single span steel truss 36.00 m eff. over sirhind canal x-ing gobindpura to bathinda-talwandi road via bhucho kalan at rd 7.60 km including approaches under pmgsy-iii (batch-i) package no pb-02 046, block nathana, di

Const of hl bridge single span steel truss 36.00 each eff over sirhind canal xing bhucho kalan&#x0d to nathana via seema poohli at rd 8.70 km inc appr. road diversion dismantling and 2.5 m high rcc retaining wall etc pmgsyiii batch-i pac no pb-02 047 &#x0d

Construction of high level bridge skew 3 span 13.6m each eff. over lisara drain x-ing balianwali to lehra mohabat road at rd 1300 including its approaches,road di,dismantling and 2.5m high rcc retaining wall under pmgsy-iii(batch-1)

Construction of high level bridge skew 3 span 13.0m each eff. over lisara drain x-ing bbm road to rampura pitho chowke at rd 6700 including its approaches,road di,dismantling and 2.5m high rcc retaining wall under pmgsy-iii(batch-1)

Estimate for construction of approaches of steel bridge single span 73.866 mtr c/c of bearing at rd 278896 of rajasthan feeder canal crossing from kotli sangar to jhabelwali

Estimate for construction of approaches of steel bridge single span 40.54 mtr c/c of bearing at rd 223400 of sirhind feeder canal crossing from kotli sangar to jhabelwali

Construction of approaches and adjacent roads for steel bridge single span 73.866 mtr. c/c of bearing at rd 195814 of rajasthan feeder canal crossing from kotkapura to faridkot and steel bridge single span 45.00 mtr. c/c of bearing on sirhind feeder

Cons.of43.44 m single span steel bridge over bta canal at rd 234740 x ing lr chunga to widhata at rd 2 600, including and cons. of hl bridge si. span 8 mtr normal 8.101 m skew each effective over drain x-ing mc bdr, dist bnl. w c 24-025 t- l 12 m

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-