General Upkeeping / Maintenance of link road Tarore to Dera Patti and its allied links, Raya Central University road and its allied links i.e ( Link to Ranjri Ashram, Link to Upper and Lower Patti, Internal links of Raya and Suchani

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 all leads and lifts carriage complete.

Drain clearance in all kinds of soil incl. its disposal, with all leads and lifts & carriage complete job.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Supply of Backhoe loader / excavator for maintenance of road as directed by Engineer-in-charge.

Engaging labour for general upkeeping of different road

Supply and laying of River Bed Materials including leveling, dressing, watering and consolidation in layers 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete job.

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 I 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 ( with all leads and lifts carriage complete )

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) with all leads and lifts carriage complete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above or upto plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more.

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)