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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means i foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm onplan),including dressing of sides and ramming of bottoms, for all lift, including getting out the |
| 2 | 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) DSR No.. 4.1.8 |
| 3 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR. 6.1.2 |
| 4 | Suppluing and filling in plinth with with sand under floors,including watering,and ramming cobnsolidating and dressing complete. DSR NO. CH Material 983 |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) DSR No.4.10 |
| 6 | 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 all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand): DSR. 6.4.2 |
| 7 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)DSR NO. 5.2.2 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR NO.5.22.6 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR NO.5.9.3 |
| 10 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)DSR NO.13.4.2 |
| 11 | 15 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)DSR NO.13.5.2 |
| 12 | 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 13.80 |
| 13 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approvedbrand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats Old work (One OR more coats) DSR- 13.81.1 |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR NO.13.46.1 |
| 15 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. DSR 10.31 |
| 16 | Providing and fixing of ISI Marka flush doors shutter conferming to IS:2202(Part I) Non decorative type core of block board construction with frame of 1st class hard wood and well matched comercial 3 ply veenering with Vertically grains or cross bands and face veneeres on both face of shutter:. AS per (a) 30 mm Thich including ISI marked Stainless steel butt Hinges DSR No.9.21.2 |
| 17 | Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint ofrequiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture DSR NO.13.48.2 |
| 18 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm. DSR11.41.2 |
| 19 | 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 complete.DSR8.31 |
| 20 | Providing and fixing 20 mm Dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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. 15 mm nominal outer dia Pipes .20 mm dia nominal outer dia pipes DSR 18.8.2 |
| 21 | Providing and fixing 25 mm Dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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. 25 mm dia nominal outer dia pipes DSR 18.8.3 |
| 22 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 1)CP Bib cock 15mm dia DSR 18.50.1 |
| 23 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore DSR 18.52.1 |
| 24 | 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. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. DSR 17.7.1 |
| 25 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litre with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. DSR 17.81 |
| 26 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter. DSR 12.41.2 |
| 27 | Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment ofroofs,balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cementadmixed with water proofing compound conforming to IS. 2645 andapproved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mmto115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarsesand) admixed with water proofing compound conforming to IS : 2645andapproved by Engineer-in-charge over 20 mm thick layer of cementmortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls upto300 mmheight including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cementslurryusing 2.75 kg/ sqm of cement admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge includinglaying glass fibre cloth of approved quality in top layer of plaster andfinally finishing the surface with trowel with neat cement slurry and making (e) The whole terrace so finished shall be flooded with water foraminimumperiod 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 thicknessat khurra as 65 mm. DSR NO. 22.7.1 |
| 28 | Providing and fixing fly proof galvanized M.S wire guage to windows and clerestory windows using wire guage with awerage width of aperature 1.4 mm in both directionswith wire of dia 0.63 mm all complete (a) With 2nd class wood beading 62x19 mm DSR.NO.9.51.1 |
| 29 | 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 18.48 |
| 30 | 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 motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-III (size range 26.5 mm to0.075 mm ) having CBR Value-20 DSR 16.78.3 |
| 31 | 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 50mm 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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.DSR-16.91.2 Please Enable Macros to View BoQ information |
