Macadamization under Cities and Towns on road Km 7th of L025 to Pehra under Pkg No. JK12-320, Block Khawas, District Rajouri, Length 10.00 kms

INITIAL REHABILITATION : Earth work in excavating for structure as per drawing and technical specification clause 301.2 including setting out construction of shoring and bracing, removal of slumps and other delirious material and disposal up to a lead of 50mts dressing of sides and bottom and back filling in trenches with excavate suitable material including dewatering if any up to 3mts depth in AKS

Back filling behind R/wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate.

Providing & filling hand packed stones in wire crates including cost of stones and crates (NSI)

Carriage of Stone by MT for an average distance of 20 kms

Renewal Coat 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