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| 1 | Toilet (Part-A)E/W Excavation in ordinary soil (Loam, clay or sand )including lift upto 1.50 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer -in -charge upto a distance of 30 m from the foundation trenches. DSR 2023 SI no-2.8.1 |
| 2 | Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.(DSR/23 4.1.8) |
| 3 | Brick work with common burt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in : 1:6. .DSR/23 6.1.2 |
| 4 | 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources).((DSR/23 5.1.2) |
| 5 | 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 floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(DSR/23 5.2.2) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete(DSR/23 5.9.1) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR/23 5.9.5 |
| 8 | As above but for Column |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR/23 5.9.3) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:6 (1 cement: 6 coarse sand) DSR 2023/6.4.2 |
| 11 | Half brick masonry with common burnt clay F.P.S, (non modular) bricks of class designation 7.5 in foundations and plinth in: cement mortar 1:4 (1 cement. 4 coarse sand) DSR 2023 6.12.2 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanicaly Treated bars of grade Fe-500D or more. DSR 2023 /5.22.6 |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level with 1:2:4 (1:cement : 2coresand : (Zone-III) derived from natural sources : 4 graded stone agregate 20 mm nominal size derived from natural sourses. With all complete. DSR 2023/4.1.3 |
| 14 | M.S iron work in heavy size with supply of all material labour T&P etc DSR/23 10.2 |
| 15 | 12mm thick cement plaster with 1:4 cement &coarse sand of 2.25 FM over brick work minimum thikhness not be less than 1cm including supply of all the materials, labour, T and P etc required for proper completion of work(DSR/23 13.4.1 ) |
| 16 | Supplying and filing in plinth with sand under floors, including watering, Hamming, consolidating and dressing complete. DSR 2023/2.27 |
| 17 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023/13.80 |
| 18 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm. DSR2023/13.48.1 |
| 19 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477 in average 6 mm thickness, including grouting of joints (Payment for grouning of joints to be made separately). Size of Tile 600x600 mm. DSR 2023/11.49.2 |
| 20 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade. DSR 2023/8.31 |
| 21 | S/F 6\\" Dia MS Fan BOX DSR 2026/10.18 |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture to given an even shade with two or more coat on new work DSR 2023/13.61.1 |
| 23 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.DSR 2023/19.27.1 |
| 24 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. DSR 2023/13.9.2 |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR 2023/22.7.1 |
| 26 | Providing gola 75X75 mm in cement concrete 1:2:4 (1: cement :2 coarse sand and 4: Stone agregate 10 mm and down gage) including finishing with cement mortar 1:3 as per standard design in 75 X 75 mm deep chase. DSR 2023/12.21 |
| 27 | Making khuras 45X45 cm with avrage minimum thick ness of 5 cm cement concrete 1:2:4 of nominal size. Over pVC sheet 1 m X 1 m X 400 micron, finished with 12 mm cement plaster 1:3 (1 : cement 3 : coarse sand) and a coat of neat cement, rounding the edge and making and finishing the outlet complete. DSR 2023/12.22 |
| 28 | P/F on wall face unplasticised Rigid PVC rain water pipe conforming to IS L 13592 type-A including jointing with seal ring conforming to IS : 5382. leaving 10 mm gap for thermal expension (i) single socketed pipe. DSR 2023/12.41.2 110 mm diameter |
| 29 | P/F unplasticised PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1: cement : 4 coarse sand) and making good the wall etc complete.DSR 2023/12.43.2 110 mm dia |
| 30 | 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. 40 mm thick with 20 mm nominal size stone aggregate. DSR 2023/11.3.1 |
| 31 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1,0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (±0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. DSR 2023/9.118.2 |
| 32 | Water Supply (Part-B)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. DSR 2023/18.7 (External on wall)(A) 18.7.4 32 mm nominal dia Pipes |
| 33 | (B) 18.7.3 25 mm nominal dia Pipes |
| 34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. DSR 2023/18.8(A) 18.8.2 20 mm nominal dia Pipes |
| 35 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.18.52.1 15 mm nominal bore |
| 36 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.1 15 mm nominal bore |
| 37 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :18.17.2 32 mm nominal bore |
| 38 | Providing and fixing uplasticised PVC connection pipe with brass unions.18.21.2.2 20 mm nominal bore |
| 39 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR 2023/ 18.48 |
| 40 | Sanitry (Part-C)Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: DSR2023/17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 41 | 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : DSR 2023/ 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 42 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. DSR 2023/17.16A |
| 43 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : DSR 2023/17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern |
| 44 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: DSR 2023/17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap |
| 45 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. DSR 2023/17.22A |
| 46 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 2023/17.31 |
| 47 | Providing PVC pipe 6kg. Cm. Of ISI marked and app. Quality kissan make 100 mm dia 10 % CP 5 % Fixing /SOR 2025 |
| 48 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet. DSR 2023/ 17.60.1.2 Sand cast iron S&S as per IS: 1729 |
| 49 | Electrical Items (Part-D)Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. DSR 2025/1.8.1 Group A Light + Fan + Exchaut Fan + 5Amp Plug |
| 50 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. DSR 2025/1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 51 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. DSR 2025/2.10.3 Double pole |
| 52 | Pathways (Part-E)E/W Excavation in ordinary soil (Loam, clay or sand )including lift upto 1.50 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer -in -charge upto a distance of 30 m from the foundation trenches. DSR 2023 SI no-2.8.1 |
| 53 | Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.(DSR/25 4.1.8) |
| 54 | Brick work with common burt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in : 1:4. .DSR/25 6.1.1 |
| 55 | Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M. in depth and earth work in embankemnt to be in 20cm. layers including remmeing and dressing the surface to required levels and slopes and also including 1.50M lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distances as directed by the Engineer incharge. Excluding Royality. DSR 2023/2.3.1 |
| 56 | Carrige for 5.0 km lead by mechanical transport including loading and unloading and stacking. SOR 2025 |
| 57 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (GDA SANCTIONED RATE) |
| 58 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. DSR 2023/16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 59 | Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.(DSR/23 4.1.3) |
| 60 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1 Please Enable Macros to View BoQ information |
