Construction work of Dormitory (16 capacity) at District Jail Meerut in District Meerut

Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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)

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.

Providing and injecting chemical emulsion for pre-construction anti-termite treatment to create a continuous barrier under and around foundations, column pits, wall trenches, plinth filling, floor-wall junctions, external perimeter, expansion joints, and around pipes/conduits, complete as per IS 6313 (Part II). Using approved chemicals (Aldrin/Heptachlor/Chlordane or equivalent) with application rates: 5 L/sqm for masonry & foundation, 7.5 L/sqm for backfill and external perimeter, 5 L/sqm for plinth top and under apron, measured on plinth area at ground floor level.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (a)Ground floor (Tie Beam) and Plinth band

Lintle Beam Ground floor & First floor

As in item no. 6 above but for slabs (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)

As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete)

As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)