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| 1 | Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) |
| 5 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) |
| 6 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) |
| 7 | Providing 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 : |
| 8 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement |
| 10 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 21 | Electric resistance or induction butt welded tubes |
| 22 | Providing and fixing bolts including nuts and washers complete |
| 23 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 24 | 40 mm thick with 20 mm nominal size stone aggregate |
| 25 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 26 | 40 mm wide and 4 mm thick |
| 27 | Providing and fixing precoated galvanised 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. |
| 28 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : |
| 29 | Ridges plain (500 - 600mm) |
| 30 | 12 mm cement plaster of mix |
| 31 | 1:4 (1 cement: 4 fine sand) |
| 32 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. |
| 33 | Two or more coats on new work |
| 34 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : |
| 35 | Two or more coats on new work |
| 36 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 37 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 38 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 39 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 40 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 41 | Asbestos Cement sheet |
| 42 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 43 | 75mm average thickness |
| 44 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 45 | Bars upto 12 mm diameter |
| 46 | Bars above 12 mm diameter |
| 47 | Providing and laying hollow cement concrete block walling 200 mm thick consisting of hollow block of size 400x200x200 mm thick of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size) Please Enable Macros to View BoQ information |
