Improvement of igo phey canal by way of strengthening of main canal and distributor channels including pitching and grouting and extension of distributor chanal cross drainage for igo phey canal by way pf repair to lining of canal between D4 to D8

Earthworkinexcavationbymechanicalmeans (Hydraulicexcavator)overareas (exceeding30cmindepth,1.5minwidthaswellas10sqmonplan)includinggettingoutanddisposalofexcavatedearthleadupto50mandliftupto1.5m,as directed by Engineer-in-charge.All kinds of soil

Raking out joints in lime or cementmortar and preparing the surface for repointingorreplastering, includingdisposalofrubbishtothedumpingground, all complete as per direction of Engineer-in-Charge.

Demolishingcementconcretemanually/bymechanicalmeansincludingdisposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Dumping Stone including cost of stone in Horizontal on level

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet

Carriage of materials from source to site of work. Cement avg. lead 20 km.

Sand avg. lead 15 km.

Stone avg. lead 5 km.

Aggregate avg. lead 15 km.