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| 1 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. |
| 2 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 3 | 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. Hot finished welded type tubes. |
| 4 | 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. |
| 5 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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. |
| 6 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 7 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 8 | Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge. |
| 9 | Providing and fixing in position ridges of 3.5 to 4 mm thick, width required as per site condition, bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in- Charge. |
| 10 | Providing and fixing floral and ornamental design grey cast iron frieze properly casted disc grinded and pin grinded with smooth surface finish having length of 2700 mm (approx.) and height 275 mm and having weight 25 kg (approx.) frieze properly welded to the coloumn / pillar of 200mm dia and also welded its top & bottom portioin with MS tubular section, welding works and other works to be arranged by the contractor. complete frieze shall be spray primered and painted with enamel paint of approved colour and brand complete as per direction of Engineer-in-charge (Payment of M.S. tubular section shall be paid seperately). |
| 11 | Providing & fixing floral and ornamental design grey cast iron spandrel each, properly casted, disc grinded and pin grinded for smooth surface finish. Each spandrel welded to the columns / pillar below the frieze. Electricity for welding and grinding works to be arranged by the contractor at his own cost. Complete spandrel shall be spray primered and painted with enamel paint of approved colour and brand all complete as per drawing and direction of Engineer-in -charge. |
| 12 | Providing and fixing floral and ornamental design grey cast iron base panel as per designs / drawings each. Each cast iron panel having mild steel tubular section at the top & bottom of the frame welded to it and subsequently welded to the coloumn/pillar at both ends with proper grinding of welding marks, electricity for welding and other works to be arranged by the contractor at his own cost, panel proper finished with fillers, spray primered and painted with enamel paint of approved colour and brand all complete as per approved drawing and direction of Engineer - in - charge. ( Payment of M.S. tubular section shall be paid seperately). |
| 13 | \\"Providng, placing and fixing of precast concrete chair type bench with back rest. Manufactured from reputated manufacturere such as K.K, Bee-Kay, Nitco, Nimco, Arzoo, Creative, concrete or equivalent by using M-30 grade of concrete using Vibro compaction process and suitable reinforcement to prevent damages during handling transportation execution and long use. The bench consist of 2 Nos L Shape base support in grey cement colour (Thickness- 100 mm, Back height - 1000 mm, front height - 450 mm, Base width620 mm ) and 5 Nos reinforced concrete planks in red colour of size 1500 mm x 100 mm x 50 mm and 1 No. of reinforced concrete plank of size 1500 x 200mm x 50 mm. Reinforcement as per approved drawing. All planks are to be joined together with galvanized nuts and bolts of suitable size and sealed after assembling the bench complete. The length of the bench 1500 mm. Seat height 450 mm, total height 1000 mm front face of all planks shall be given special coating to make them water proof and glory etc. complete in all suspects and as per the direction of Engineer-in-charge (Chair type bench with back rest). The executive Engineer concerend will collect product specification from any 3 manufacturers and one of them shall be approved by the superintending engineer concerned before providing ad fixing of site.\\" |
| 14 | Dismantling of existing RCC benches including cutting of reinforcement, disposal of debris within 50m lead, stacking and handing over of recovered reinforcement to the contractor, all complete as per direction of Engineer-in-Charge.(Note: Deduction of scrap value of reinforcement is included in the item rate.) |
| 15 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Finishing walls with water proofing cement paint of required shade Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 18 | Less correction factor on DSR 2023 on account of GST @ 0.973 |
| 19 | Add cost index @ 3% (on all items of DSR except item no. 10 to 14) Please Enable Macros to View BoQ information |
