Remodeling of canal regulating structure at head of Kartarpur minor offtaking from RD 35300/R of Jalandhar Disty.

Dismantling brick work tile, masonry or tile lining (b) In cement

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (M-10)

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (i) Using Concrete Mixer

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Reinforced cement concrete M-20 mechanically batchmixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Dismantling concrete (d) cement concrete plain 1:2:4 mix

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M_15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)