Reconstruction of SWD with CC flooring at Karupparayanpalayam and Veeriyampalayam in ward 6 East Zone

Desilting the existing drain complete direction as per the departmental officers

Dismantling of Plain cement concrete complete direction as per the departmental officers

Dismantling of reinforced cement concrete complete direction as per the departmental officers

Earthwork excavation for foundation in Hard stiff clay,stiff black cotton, hardred earth,shalesmurram,gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not underwater, light black cotton soil,sandy loam ordinary soil and to full depth as may be directed except in hard rock requiring blasting inclusiveof shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Flooring with bed of cement concrete 1:4:8 (One part of cement, four parts of sand and eight parts of stone jelly by volume) using 40 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building.

Supplying and erecting centering for sides and soffits including supports and strutting for plain surfaces such as Plain cement concrete walls etc., with all cross bracing etc., including decentering after curing period,complete complying with standard specifications, at all leads inside the building, at all heights.

Drain walls with of cement concrete 1:3:6 (One part of cement, three parts of sand and six parts of stone jelly by volume) using 20 mm thick granite hard broken stones, all machine mixed, laid to the specified thickness including all labour charges for concreting, ramming, curing etc, complete complying with relevant standard specifications

Flooring with bed of cement concrete 1:2:4 (One part of cement, two parts of sand and four parts of stone jelly by volume) using 20 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building.

Plastering with C.M.1:5 mix with 12mm thick etc., complete as per the direction of departmental officers.