Permanent restoration work of roads namely Sabzi to Chalabagla Pkg No. JK12-136 Block Darhal, Sora Bridge to Khablan JK12-138 Block Thannamandi, L031 to Bari Darhal (Length 8.2 Km) JK12-329 Block Darhal

Part A Sabzi to Chalal baghla PKG NO JK12-136 Length 6.000 kms, Block: Darhal Dist Rajouri Clearance of Drain and slips In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade III specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.

Supplying and stacking at site graded crushed stone aggregate of size 53 mm to 22.4 mm

Supplying and stacking at site stone screnning of size 11.2 mm nominal size (Type B

Supplying and stacking at site Crusher Dust

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M. /W.M.M. @ 0.4 Kg/sqm

2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings including consolidation with road roller of 6 to 9 tonne capacity etc. complete.

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm.