Repair and maintenace work to the Veerakeralam ward division office in ward no.40,west zone

Dismantling the damaged RCC as per directed by the departmental officers

Dismantling the damaged Plain cement concrete as per directed by the departmental officers

Dismantling the damaged brick work as per directed by the departmental officers

Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3

Supplying and filling in foundation and basement withWell Gravel in layers of not more than 15 cm thick well rammed watered and compacted etc., complete complying with standard specification.

Conveyance of excavated earth and clearing away from site to a lead of 2KM from site etc., complete

Plain Cement Concrete1:4:8 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of coarse aggregates ) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Plain Cement Concrete1:2:4 (one cement, two Crushed Stone Sand (M Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C)complying with standard specification and directed- 10 m 2 (P & D) Data 38

Suppling and fabricating and placing in position MS (or)R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.