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| 1 | COMPOUND WALL |
| 2 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 4 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 5 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 6 | 13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing |
| 7 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 8 | 4.1.5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 9 | 50.6.1.7Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 10 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 11 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 12 | INTERLOCK |
| 13 | 16.68Providing and laying 60 mm thick factory made cement concrete interlocking paverblock of M - 30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour andpattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 14 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 15 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat,preparation of surface, etc. complete.On steel work |
| 16 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 18 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Door, Window, Ventilators |
| 20 | 21.1.1.1Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) |
| 21 | 21.1.2.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 22 | 21.2.2 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions ofEngineer - in- Charge.Pre- laminated particle board with decorative lamination onboth side |
| 23 | 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 24 | 9.48.1 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 25 | Handrail |
| 26 | 10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 27 | Lettering |
| 28 | OD24508/2026-2027 PROVIDING AND FIXING STAINLESS STEEL LETTERS 25MM THICK AND 280 MM WIDTH OF APPROVED BRAND FIXED WITH STAINLESS STEEL WITH FITTING AND CHARGES OF ACCESSORIES ETC. COMPLETE, FULL NAME OF SMART KRISHIBHAVAN IN ENGLISH AND MALAYALAM |
| 29 | False Ceiling |
| 30 | 12.58.1 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center andcross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm longspace between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mmand secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mmthick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to formgrids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceilingtiles of approved texture in the grid including, required cutting/making, opening ofservices like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\"runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spacedat 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as perspecifications, drawings and as directed by Engineer-in-charge.8 mm thick fullyperforated calcium silicate board made with Calcareous & Siliceous materialsreinforced with cellulose fiber manufactured through autoclaving process to givestable crystalline structure with minimum compressive strength 225 Kg/ sq. cm,bending strength 100 Kg/sq. cm, of size 595x595 mm, having perforation of dia, 10mm with minimum perforated area 18% with non woven tissue on the back side,having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of48 Kg/cum backing. Please Enable Macros to View BoQ information |
