Improvement of drains at Muthirapalayam in Indira Nagar Constituency.

Amount

Code No. 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:1.5:3 (1 cement: 1.5 coarse sand : 3graded stone aggregate 20mm nominal size).

Code No. 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level-1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Code No. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

Code No. 4.3.1 Centering and shuttering including strutting propping etc. and removal of form work for - foundations, footings, bases for columns.

Code No. 4.3.2 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.

Code No. 5.12 Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 5.28 Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints

Code No. 10.25.1 Steel work welded in built up sections /framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete

Code No. 11.3.1 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

Code No. 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand

Code No. 15.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Code No. 15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Code No. 7.6D.MO Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make) Fe-415 or more

Code No. 2.5.1B Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately – by manual means – Granular courses

Code No. 3.15 Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres by meachanical means

SE(OM). LAD approved rate : No.153/LAD/SE(OM)/AE(P)/OM-05/2023-24 dt.26.10.23 Fabrication, supply and fixing of Village / informatory name board of size 0.95m x 0.45m with 20 gauge M.S. sheet, 25x25mm M.S. tube (1.6mm thk.) around the board, . the width of the board is tapered at 0.75m upto 0.95m to give the triangular shape at one end, board painted with zinc chromate blue colour background and white colour letters of synthetic enamel paint, with 2 nos. of vertical M.S. pipes 50mm dia. (1.6mm thk.) 1.50m long and painted with black paint including transportation, labour, earthwork excavation and placing in cement concrete 1:2:4 pockets - 2 nos. to a size of 0.30m x 0.30m x 0.40m depth, etc. complete as directed by the Engineer-in-charge

M Dhanasekar

J Pandiyarajan

E Aravindan