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| 1 | 2.6.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 2 | Providing and laying in position cement concrete in Foundation 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 3 | 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding in Super Structure. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 4 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 4.1.2 |
| 5 | 6.34.1 Brick work with nonmodular fly ash bricks confirming to IS:12894, class designation 10 in foundation. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 6 | Earth work and filling with cartage 5 Km. distance including loading, unloading, levelling and dressing etc complete. |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, including the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 4.2.2 |
| 8 | 6.32.2 Brick work with clay fly ash bricks (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) With F.P.S.(non modular) bricks : |
| 9 | 6.45.2Half brick masonry with (non modular) fly ash bricks of class designation 10 confirming to IS:12894 in sup structure above plinth up to floor V level 1:4 (1 cement : 4 coarse sand) |
| 10 | 10.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x6mm, joints mitred and welded by angle iron 40x40x6mm or 40x 6 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. |
| 11 | 9.48.2Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 12 | 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak three ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1, 35 mm thick Fixing with hinges of required size and necessary screws |
| 13 | 9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 9.22.1 On one side only |
| 14 | 9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 9.27.1 35 mm thick shutters 9.27.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.1.1.1 Second class teak wood |
| 15 | 9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 9.47.2 25 mm dia (heavy type) |
| 16 | 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.71.1 125x64x2.50 mm |
| 17 | 9.147A Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body. 9.147.A2.1Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) (Height upto 1.8m). |
| 18 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 19 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 20 | Providing and laying Vitrified tiles in floor in 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 on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm DSR 11.41A.1.1 |
| 21 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 22 | 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. |
| 23 | Distempering with 1st quality acrylic distemper (ready mix) having VOC content less than 50 gram/litre, of approvved manufactiurer and of required shade and colour all complete to achieve even shade and colour 13.41.1 New work (two or more coats) over and including water thinnable priming coatwith cement prime |
| 24 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 25 | 13.113 Varnishing with varnish of approved brand and manufacture: 13.113.2 One or more coats with copal varnisH |
| 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. |
| 27 | 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 thee Engineer-in-Charge |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 29 | 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. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of from for Foundations, footing, bases of columns etc for mass concrete. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of from for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of from for Columns, pillars, abutments, post and struts |
| 33 | Centering and shuttering including strutting, propping etc. and removal of from for Lintels, beams,slab, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick. |
| 34 | 17.3 providing and fixing white viterious china pedestal type water closet(Eropeantype)w.c pan with ISI marked white solid plastic seat and lid 17.3.1 |
| 35 | 17.7A Wash hand basin 550x400 mm size of white glazed earthen ware |
| 36 | Providing and fixing PTMT Bottle Trap for Wash basin and sink.17.70.2, Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 37 | 17.71, Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms |
| 38 | C.P. Brass towel rail 600 MM LONG mm together with pair of C.P. brass brackets to fit the towel rail. 17.73.2 |
| 39 | 18.8.1 P.V.C ball float valve with brass and union complete 15 mm dia C.P BRASS FITTINGS |
| 40 | 18.49 C.P bib cock heavy quality (Gem Mikadeo/Encess’s williams or eqv.) 18.49.1, 15MM |
| 41 | 18.51.1, Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore15 mm nominal bore |
| 42 | 18.53.1, Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore15mm nominal bore |
| 43 | 18.22.2 150MM DIAC.P Brass shower heavy quality (Gem Mikadeo / Encess’s williams |
| 44 | C.P Brass stop Cock DSR 18.16.1 15MM |
| 45 | 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. 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. completeS. 110MM PVC PIPES &FITTIMGS AND RAIN WATER PIPES |
| 46 | 12.43.2, Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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 12.42.1.2 coupler 110mm |
| 47 | 12.42.2.2 single pushfit coupler 110mm |
| 48 | 12.42.3.2 single tee with door |
| 49 | 12.42.4.2 single tee without door |
| 50 | 12.42.5.2 bend 87.5 |
| 51 | 12.42.6.2 shoe |
| 52 | 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm dia meter and waiting not less than 440 gram |
| 53 | 12.22, Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 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 edges and making and finishing the outlet complete. |
| 54 | 18.80 Providing and fixing 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 etcConcealed work, including cutting chases and making good the walls etc..INTERNAL & EXETERNAL WATER SUPPLY WORKS18.8.1, 15 mm nominal outer dia Pipes |
| 55 | 18.8.2, 20 mm nominal outer dia Pipes |
| 56 | 18.8.3, 25 mm nominal outer dia Pipes |
| 57 | 18.90 Providing and fixing 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. ETERNAL WORK18.9.5 40 mm dia nominal bore |
| 58 | 18.17.1 Providing and fixing Fullway Gate Valve with C.I. wheel of approved quality18.17.1A 20 mm nominal bore |
| 59 | 18.17.1 Providing and fixing Fullway Gate Valve with C.I. wheel of approved quality18.17.1 25 mm nominal bore |
| 60 | 18.52 C.P Stop cock heavy quality (Gem Mikadeo/Encess’s williams or eqv.) 18.52.1 |
| 61 | 18.48 Supply and installing of low density polyethylene seamless one peace moulded tank and placing the same in proper position including all taxes labour and T&P etc for proper completion of the work. Tank should be ISI marked (for 500 Liters)Capacity in per liters |
| 62 | HEP nahani trap of indian make HCI 100*75mm. 4kg chapter 22 si no. 60 |
| 63 | P/F 0f submersible pump I/c supply 0f approved quality motoer of 2Hp I.S.I mark and boaring casing Dia of 125 mm with starter panel cable and necessarily all fittings comp with labour T&P ctc. Rquired for proper completion of work as per direction of ingineer E/i |
| 64 | Cement concrete 1:2:4 finished with a floating coat of neat cement, including cement slurry, 40 mm thick with 20 mm nominal size sotne aggregate Dsr 11.3.1 |
| 65 | Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with aluminium paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow primer on new work : 75 mm diameter pipes 13.95.1 |
| 66 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar D.S.R. 19.15.1 |
| 67 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 19.32.1 |
| 68 | Construction of Masonary chambers(60x60 CM) DRS Sl no 18.33 Please Enable Macros to View BoQ information |
