Providing cement concrete pavement to the internal streets of Vadamangalam in Mangalam Constituency

Amount

CodeNo.4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2.4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

CodeNo.4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3.6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

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. 4.3.1 Centering shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns.

Code No. 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

CodeNo. 11.35 Providing and fixing M.S.angle 50x50x5 mm to act as nosing with lugs of M.S.flat 10x5 mm , 10cm long, forked at end 60 cm apart (minimum three lugs to be provided),including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.

CodeNo.7.23A Providing and fixing premoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 12 mm wide

CodeNo.13.16.1 6 mm cement plaster to ceiling 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 (i/c equivalent design mix)

Code No. 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 4.1B.3 Construction of granular sub-base by providing close graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material.

M. GUNASEKARAN

K Pannerselvam

KRISHNAMURTHY

R Palanidoss

M/S TAS COMPANY KULOTHUNGAN J