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

S/s stone boulders at km 49.00 (crusher loc on n-tcc rd) and coarse sand for srmd wks bet km 0.150 and km 30.900 on n-tcc rd under 128 rcc / 23 tf under (p) ank in upper subansiri dist of a.p state (job no 106/24/23 tf)

S/s stone boulders at km 49.00 (crusher loc on n-tcc rd) and coarse sand for srmd&#x0d wks bet km 0.150 and km 30.900 on n-tcc rd under 128 rcc / 23 tf under (p) ank in&#x0d upper subansiri dist of a.p state (job no 106/24/23 tf)&#x0d

S/s of s/bdr, s/agg 40 ,20,10 mm, d/g and sand for pmt wks, br wks and s/agg 63,45 ,26.50 ,22.40 ,13.20, 11.20 ,6.70 mm d/g and sand for surf wks at km 15.40 (br site loc on tcc-maza rd) under 128 rcc/23 tf under (p)ank in up subansiri dist of 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

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

Exec of protective works for slope protection measures along identified land slide on km 164, km 181 (sarli axis) on j-k-s rd geological, preparation of design 119 rcc/756 tf under p ank in kurung kumey dist of a. p through epc

Exec of protective works for slope protection measures along identified land slide on km 164, km 181 (sarli axis) on j-k-s rd geological, preparation of design 119 rcc/756 tf under p ank in kurung kumey dist of a. p through epc

Dsgn constr,50mtr span maj pmt br steel super structure(through type) over existing abutments (needs to be modification of existing abutment increase in height) over menga river km 15.630 on d-t rd under 77 rcc/23tf/p ank in upper subansiri in a.p.

Sub soil invest design, drawing const of 03maj pmt br steel superstructure both approach rd in respect of 75mtr span over gazi nallah at km 41.030, 45mtr span at km 44.890and60mtr span at km 49.890 on rd n-tcc under 128rcc of 23tf p ank in a.p