1.Desiltation of storm water drainage from satyam steel factory to NH-415 upto Police Station Naka Banderderwa under ward No.20.

Amount

Desiltation & dredging of drains by manual means (cleaning & lifting silt,mud , debris,garbages etc. average height of 1.2 to 1.5M and lead upto 20M from drain and transport for disposal at Dumping ground Chimpu for a average distance of 20 Km) for 1 Cum,or directed by Engineer-in-charge.

Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 m lead.

Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.

Centring and shuttering including strutting, propping etc and removal of form work for :b) Walls (any thickness) including attached pilasters, buttresses, plinth and

Centring and shuttering including strutting, propping etc and removal of form work for :c) Suspended floors, roofs, landings shelves and their

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in (b)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :(a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars.

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Neat cement punning.

M/s TD Enterprises