|
| 1 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material ,all leads and lifts as per direction of Engineer-in-charge |
| 2 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material all leads & lifts as per direction of Engineer-in-charge: In cement mortar |
| 3 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth. in cement mortar 1:6 ( 1 cement : 6 coarse sand) including all shapes, leads, lifts and carriage of material by MT / H.L |
| 4 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level incl. all leads, lifts & carriage of material by M.T. H.L. |
| 5 | Regrading terracing of mud phaska covered with tiles or bricks, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope, relaying plaster gobri leaping and tiles and bricks, grouted in cement mortar 1:3 (1 cement :3 fine sand ) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) including all leads, lifts & carriage of material by MT / H.L. |
| 6 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 7 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 8 | Providing and laying vitrified floor tiles of Size of tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete |
| 9 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 10 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 11 | Engaging Carpenter 2nd class for repairs of doors and windows Please Enable Macros to View BoQ information |
