Providing consultancy services 1x50 mtrs span steel truss girder bridge over nallah qazinag at tadd

Consultancy service construction of 1x50 mtr span steel truss girder bridge over nallah qazinag at tad

Construction of 30 meter span (1.5 lane) p.s.c. girder bridge over bangla nala in ward no. 3 of gram sabha bhattowala, rishikesh constituency, dehradun district under the state sector.

Dnit for construction of 180.0 m (04 span 45.0 m each) steel composite girder bridge over satluj river at km 3/000 on link road chandpur bela in district roopnagar (work code sasn 2026-75)

Periodical painting of steel girder bridge of br. no.06- east line (rail viaduct composite girder spans 16x31.6m+23x29.776m+5x31.458m+1x31.708m) at km-08/32-10/24 between stations ppta - phlg and ten(10) spans (span no. 01 to 10) of bridge no. 07(2x64+36x119.6m) at km 10/42-15/24 between stations ppta - phlg of danapur division under dy.ce/brl/hjp.

Construction of road over bridge no: 114 (span: 1x18.0m cg+1x60.m camel back truss girder+1x18.0m composite girder) at project chainage 80028 in badampahar yard in connection with construction of new line in between kendujhargarh - badampahar section under the jurisdiction of dy. ce/con/tata of s. e. railway.

1. salem division: rebuilding of 3 nos ( br.no.sge-40,sge-43 and sge-47) of rcc slab aqueduct / rob in ed-sge section.2. salem division - erode - karur section- proposed construction of road over bridge in lieu of existing lc no: 5 at km 5/400-500 1x36.0m effective span composite girder between erode and pasur stations along with pedestrian subway.

Construction of foundation, substructure and superstructure of important bridge no. 18 comprising 4 x 30.5 m + 3 x 45.70 m + 2 x 30.50 m + 2 x 45.70 m + 4 x 30.50 m open web girder spans, including pile foundation and 800 m approaches, for single-line railway track conforming to rdso 25 t axle load standard and substructure designed for 32.5 t loading over river barakar between barakar and kumardubi stations from km 229/30 to km 230/16 (f/hwh), of eastern railway

Construction of foundation, substructure and superstructure of important bridge no. 18 comprising 4 x 30.5 m + 3 x 45.70 m + 2 x 30.50 m + 2 x 45.70 m + 4 x 30.50 m open web girder spans, including pile foundation and 800 m approaches, for single-line railway track conforming to rdso 25 t axle load standard and substructure designed for 32.5 t loading over river barakar between barakar and kumardubi stations from km 229/30 to km 230/16 (f/hwh), of eastern railway

Please refer to boq