Construction of Compound wall around the burial ground at Kanuvapet in V.C.

Amount

Code No. 2.3.2D Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of thorny jungle.

Code No. 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil.

CodeNo. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size).

CodeNo. 5.1.2 Providing and laying in position specifiedgrade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement -All work upto plinth level : 1:1.5:3 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No.5.2.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters buttress, plinth and string courses fillets, columns, pillars, piers, abutments posts and struts etc., upto floor five level excluding cost of centering and shuttering finishing and reinforcement 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No.5.9.1 Centering and shuttering including strutting propping etc., and removal of form for Foundation, footings bases of columns etc., for mass concrete

Code No. 5.9.6 Centering and shuttering including strutting propping etc., and removal of form for Columns pillar, piers, abutments, post and struts.

CodeNo.5.22.7 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more

Code No. 6.1.2 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)

Code No. 6.4.2 Brick work with common burnt clay FPS (non modular) bricks of class designation 35 in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1cement : 6 coarse sand)

CodeNo. 9.165.1B Providing and fixing of 65mm Godrej Navtal lock of 7 levers with 3 keys etc complete

CodeNo.10.25.2 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 gratings, frames, guard bar, ladder, railings, brackets,gates and similar works

CodeNo.13.1.1 12mm cement plaster of mix cement mortar1:4(1cement : 4 coarse sand)

CodeNo.13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr / 10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg /10 sqm)

CodeNo.13.48.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

CodeNo.15.3 Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead

CodeNo.15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead-in cement mortar

Code No. 20.2.1 Boring , providing and installing bored cast -in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring , with bentonite solution and temporary casing of appropriate lenghth for setting out and removal of same and the lenghth of the pile to be embedded in the pile cap etc. all complete , including removal of excavated earth with all lifts and leads length of pile for payment shall be measured upto bottom of pile cap) - 300 mm dia piles

CodeNo.30.7 Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge

M Dhanasekar

C MURUGAN

R Parthasarathy

K Ramayan

G Danaradjou

M Thirugnanam

Radakirouchenane. V

T.MOORTHY

DATCHANAMOURTHY

J Pandiyarajan