RECONSTRUCTION OF KITCHEN ROOM AND TOILET BLOCK IN PUDHUCHATTRAM OF ARULMIGU MAGUDESWARAR AND VEERANARAYANA PERUMAL TEMPLE AT KODUMUDI

Earthwork excavation for foundation in all soils and sub soils and to full depth as may be directed except in, Hard rock requiring blasting, but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed watered consolidated and depositing the surplus earth within the compound in places as shown by the departmental officers with an initial lead, and lift etc., complete complying with standard specifications. ( Narrow foundation)

Providing and laying Plain Cement concrete of 1:5:10 ( one cement five M sand and Ten aggregate) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers for ( FOUNDATION BASE COURSE)

Supplying and filling in foundation and basement with M sand in layers of not more than 15cm.thick well rammed watered and compactedetc., complete complying with standard specification.

Filling in foundation and basement with Excavated Earth in layers of not more than 15cm.thick well rammed watered and compactedetc., complete complying with standard specification.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).

Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5conforming to IS 1077-1992 for foundation and basement induding Cost of Mortar Plasticizer curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge

For foundation and basement CM 1:5

Ground Floor CM 1:6

Brick partition walls of 11.50cm thickness using best quality Fly Ash Bricks of size 23 x 11 x 7 cm in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforCement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforCement will be measured and paid for separately)

Ground Floor