Strengthening of the power canal and fencing along the canal for safety of the population residing adjacent to the Power Canal of 3MW Igo Mercellong SHP by way of Construction of Retaining Wall along the Canal

Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Stone Soling Dumping of 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Including making of Weep Holes.

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) Including Shuttering

Carriage of materials By Mechanical Transport including loading, unloading and stacking cement

Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 15 Km a)sand and aggregates

Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) stones