|
| 1 | Estimate |
| 2 | 2.8.1: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 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 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | OD339961/2025-2026:Supply & Installation of 20/21mm thick Canadian Maple Wood Sports Flooring above base frame (Runners) of commercial quality treated Spruce/ pine wood 70mm * 45 mm. The runners having air cell cushioning pads to be placed on the vapor barrier in the perfect level at 300 mm c/c in one direction. The surface Boards will be pneumatic nailed to the runners through the tongue only and will-lock the screwed Tongue by the groove at the adjoining boards. Expansion gab of 8 to 10 mm will be left open between the flooring and surrounding Tiled area/walls. After installation the floor to be sanded using belt sander using abrasive of 36, 60, 80 & 120, in uniform level, apply base coat (One Coat) of two component high solid content water based primer that meets the slip resistance required by EN standard, allow the floor to dry for 8 hours, then buff the floor using fine sand papers and then finishing the maple wood floor with 2 coats of anti-skid DIN certified and FIBA approved Polyurethane lacquer having abrasion resistance of at least 21 mg or below/1000 revolution tested using CS10 Abrasion Wheels. Game line marking to be carried out in required colors using Single Component Pigmented PU Water Based Paint before applying the final finish coat. |
| 6 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 7 | OD338911/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the requirerd strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per the design mix is not payable separately as per order No. CE/BL/GL/6541/2015 dated 30/08/2017 of CE buildings PWD .All work upto plinth level |
| 8 | 5.22.6:Steel 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 |
| 9 | OD339079/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD . All work above plinth level upto floor V level |
| 10 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 11 | OD339097/2025-2026:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 12 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 13 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 14 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 15 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 16 | 50.10.1:Steel work in built up G I 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 |
| 17 | 13.52.1:Finishing 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 |
| 18 | 12.50: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 (5.5x55mm) 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. Please Enable Macros to View BoQ information |
