Execution of strengthening and rectification of accident prone locs for rd safety at km 20.800,26.100,27.100,27.300 and km 30.900 on rd tcc taksing incl geo invest prep of design and its proof check from iit under 128rcc/23tf under p ank in a.p

Strength and rectification of accident prone loc for rd safety at km 24.2 km 25 km 25.5 of km 27.2on rd tcc taksing and km 8 to 20 on tcc taksing rd design and its proof check iit under 128 rcc/23tf under p ank in upper subansiri dist of a.p epc mode

Strength and rectification of accident prone loc for rd safety at km 24.2, 25, 25.5 and 27.2 on rd tcc taksing of design and its proof check from iit under 128rcc 23tf under p ank in upper subansiri dist of a.p through epc mode job no. 106/102 ank

Constr of abuts based on apprd drgs, r/walls,w/walls,return wall,dirt wall t/wall modul brs at km 10.22 (110ft) km 17.50 (130ft) km34.612 (120ft), km45.505 (100ft) km48.40 (130ft)km49.290 (130ft) on tcc-taksing rd at km7.60(130ft)tcc-maza rd 128 rcc

Const of abuts based, r/walls, w/ walls, r/wall, d/wall t/wall of modul brs at km 10.220(110ft), km 17.500 (130ft), km 34.612 (120ft), km 45.505 (100ft), km 48.400 (130ft), km49.290 (130ft) on tcc-taksing rd at km 7.600 (130ft) on tcc-maza rd 128 rcc

Strengt and rectification of accident prone loc for rd safety at km 24.2, 25,25.5 of reddy zig and river training wrks at km 27.2 on rd tcc under 128rcc/23tf under (p) ank in upper subansiri distt of a. p through epc mode (job no. 106/102/ark)

Exec of slope stabilization works and river training wks at km 1.00 on road tcc-maza and km 6.900, km 33.820,km 35.800 on d-t rd including geological investigation, prep of design and its proof check from iit under 23 tf/ p ank in upper subansiri a.p

Ssi, design, drawing const of 04 maj pmt br with steel superstructure both approach respect of 50 mtr span at km 9.120, 50 mtr span at km 11.650, 50 mtr span at km 15.60 and 50 mtr span at km 44.05 on rd tcc taksing 128 rcc of 23 tf (p) ank in a.p