Supply and stacking of s/chips 13.2 mm, s/chips 6.70 mm coarse sand for bm wks and s/chips 11.20 mm, s/chips 6.7 mm and non- natural crushed stone dust 2.36 mm for 3.0 cm thick bc to be delivered at km 10.00 at hmp site on kimin-potin rd for resuf

Engaging technical consult for preparation of (fs) and (dpr) on epc mode for const of road tapa-hush-dille gg (new alignment) from km 0.00 to km 58.00 (net length 58.00kms) green field alignt to nhsl specifications in 85 rcc under 756tf of p ank a.p

Supply and stacking of stone chips nominal size 13.2 mm stone chips nominal size 6.70 mm and coarse sand for bm works and stone chips nominal size 11.20 mm stone chips nominal size 6.7 mm and non natural crushed stone dust of 2.36 mm nominal size

Supply stacking of stone boulder 150-200 mm for pmt works to be supplied at hq ce(p)arunank and old brtf location naharlagun under 119 rcc/756 brtf of project arunank in the state of arunachal pradesh, job no. r-4309/04/756tf

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.

Supply and stacking of crushed stone aggregates of various size and coarse sand for gsb works from km 7.00 to km 20.00 and for pmt works between km 14.00 to km 20.00 on road toong-partem pt- 4685 road under 107 rcc/758 brtf in project swastik in the

S/s of stone metal 63 mm s/metal 45mm s/chips 6.70mm, at km 158.00 to 197.00 on h-s-h rd (sarli axis) for wbm wrks s/chips 13.20mm, s/chips 11.20mm,s/chips 6.7mm at hmp site for execut of irqp, rehab 119rcc/756tf (p)ank in upper subansiri dist of 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

Dsgn ,const of 60 mtr span maj pmt br with steel super structure(through type) over exist abutments (needs to be modification of existing abutment due to incr in ht)over sippi river at km 10.8 on d-t rd under 23 tf/ p ank in state of a.p

Ss investigation design drawing const of 03 maj pmt br steel superstructure alongwith both approach roads in respect of 45 mtr span at km 23.450, 60 mtr span at km 30.425 and 75 mtr span at km 36.600 on rd n-tcc under 128rcc of 23 tf p ank in a.p