Permanent Restoration of road from L038 KM 11th of L039 to Ghambir Mughlan Pkg.no.JK-12-197

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

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (with 15% Boulder)

Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Polygonal/Random Rubble Masonry Laid Dry uncoursed brought to course in foundation and plinth With bond stone.

Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

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, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings etc. mass concrete.