Improvements to the Kuyavar burial ground along Karukkankudy road.

Code No.2.28.1 Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil

Code No.2.8.1 Earthwork 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil

Code No.2.27 Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete

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 plith level - 1:5:10 (1 cement : 5 fine aggregate : 10 graded stone aggregate 40mm nominal size).

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

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 plith level - 1:3:6 (1 cement : 3 fine aggregate : 6 graded stone aggregate 20mm nominal size)

NSR 60 Providing and Laying of Unscreened gravel boulders including conveyance of unscreened gravel boulders to work site from approved quarry and stacking to the departmental gauge for pre measurement, spreading hand packing to the required camber and gradient, watering and consolidation by power roller rolling all as directed by the Engineer - in - Chagre. The rate shall include cost of Unscreened gravel boulders and water, labour charges for stacking, spreading hand packing and watering, hire and fuel charges for power roller and all other tools and plants employed etc., Complete the Volume of stacks calculated as per actual measurement shall be reduced by 15% for looseness in stacking to arrive at the net quanity