construction ofnstruction of 60000 lt oht at valliyappampatti pum school near head of k.pudupalayam , construction ofnstruction of 60000 lt oht at valliyappampatti pum school near head of k.pudupalayam , earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in the following classification of soils as directed by department officers. , first depth of 2m , seconstruction ofnd depth of above 2m , supply and fillingwith river sandincluding construction ofnsolodation .etc., , cement construction ofncrete 1:4:8 (one cement four sand and eight aggregates) using 40mm hbgs for leveling construction ofurse including the construction ofst of mixing construction ofncrete, ramming, curing etc. construction ofmplete as directed by departmentalofficers , brick work in cement mortar 1:5 mix using fly ash bricksand construction ofnveyance of all materials to site and all labour charges etc construction ofmplete -10 cum , cement construction ofncrete 1:2:4 (one cement four sand and eight aggregates) using 20mm hbgs for leveling construction ofurse including the construction ofst of mixing construction ofncrete, ramming, curing etc. construction ofmplete as directed by departmentalofficers , reinforced cement concrete using m30 grade mix using 20mm hbgs excluding construction ofst of reinforcement, centering, shuttering strutting, but including construction ofst of mixing construction ofncrete, placing, vibrating with mechanical vibrator, finishing, curing etc. construction of , 1.5m to 4.5m below gl , 0 to 1.5m below gl , 0 m to 4.5m from gl , 4.5m to 7.32m from gl , 7.32 m to 10.98 m from gl floor slab , supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for reinforced cement concrete items using ms sheets or suitable size of bg 10 stiffened with welded ms angles of size 25mm x 25mm x 3mm of boarding, , plane surface , below g.l. , g.l. to 3.30m , 3.31 to 4.30 m , 6.31 to 7.30m , curved surface , 0 to 3.30m , 3.31 to 4.30 m , 6.31 to 7.30 m , 7.31 to 8.30 m , square construction oflumns , below gl , 0 to 3.30m , 3.31 to 4.30m , 4.31 to 5.30m , 5.31 to 6.3m , 6.31 to 7.31m , supplying fabricating and placing in position of hsd steel rods for reinforcement including the construction ofst of steel and binding