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| 1 | Earth work in excavation in trenches for foundations pipes cables etc. in ordinary soil (loam clay or sand) including lift upto 1.5 m lead upto 50m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 2 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40mm nominal size) & curing complete, including cost of form- work, in foundation & floors. |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement: 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | As in item no. 4 above but for Column (Using 1:1.5:3 Mix concrete) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | 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. Electric resistance or induction butt welded tubes |
| 7 | 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 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. |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 11 | Supply and fixing of sign board including painting and lettering as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
