Construction of Molasses Tank Capacity 45000 Quintal in Campus of The Kisan Sahkari Chini Mills Ltd Kaimganj Distt Farookhbad

Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth such as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty).

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering,dressing etc. Rate includes cost of all materials, labour and T&P etc. required for proper completion of the work.(including royalty)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

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

90 mm to 45 mm size stone aggregate

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Good earth

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

As in item 283 above but in R.C.C. Raft foundation and footing with 4 cm. /l½')gauge approved stone ballast.