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| 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 upto 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. the contractor has to defect different y=utilities like sewer line water supply line, electrical cable, gas pipe line extra using utility detecting machine before start the excavation only after getting permission of engineer in charge |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 3 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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- All work up to plinth level |
| 5 | Sand Filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms, from the site of work and including watering. Dressing etc. labour and T&P etc. required for the proper complition of the work. Sapling of girth upto 30cms measured at a height of 1m. above ground level and removal of rubbish upto a distance of 50m. out side the periphery of area cleared. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for-Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for- Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 10 | 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. |
| 11 | Providing and laying in position ready mixed M-25 grade cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttring, finishing and reinforcement as per direction of the engineer-in-charge, for thr following grades of concrete upto Plinth Level Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 12 | Providing and laying in position ready mixed M-25 grade cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttring, finishing and reinforcement as per direction of the engineer-in-charge, for thr following grades of concrete above Plinth level concrete of M25 grade with minimum cement content of 330 kg /cum |
| 13 | Earth work in embankment in ordinary soil , embankment to be done in 20 cm layers,including ramming. Dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and inluding 1.5 Mts. , lift and all lead including cartage of earth by machanical transportation and all T & P Labour etcrequired proper completion of work.Earth shall be arranged by the contractor at his own cost |
| 14 | 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) |
| 15 | 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 |
| 16 | Providing and fixing 1st quality ceremic wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgunday, 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 : 3coarse sand) jointing withh grey cement slurry @3.3kg per sqm. including pointing in white cement mixed with pigment of matching shade complete |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | 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 1:4 (1 cement : 4 coarse sand) |
| 19 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 20 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 21 | Washed stone grit plaster on exterior walls height upto 10m , above ground level, in two layer, under layer 12mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) , furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg ..... be made separately). |
| 22 | Providing wall putty on new surface with approved quality material of berger/JK/ Birla of similar make 2 coats |
| 23 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 24 | Painting with Extirior texture Applying of Exterior texture (stone texture ) with Primer base . |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 26 | Providing and laying integral cement based water proofing treatment incluiding preparation of surface as required for treatment of roof, 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 incluiding adjoining walls upto 300mm height incluiding cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 incluiding 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 incluiding 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 sqaure 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. |
| 27 | Steel work welded in built up sections/ framed work, including cutting,vhoisting, 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 |
| 28 | 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. Electric resistance or induction butt welded tubes |
| 29 | P/F Carbon steel galvanised dash fastener of 10mm dia double threaded 6.8 grade counter sunk head , |
| 30 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, incluiding jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 110 mm diameter. |
| 31 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A , incluiding jointing with seal ring conforming to IS : 56382, leaving 10 mm gap for thermal expansion. |
| 32 | single tee with door 110x110x110 mm |
| 33 | Bend 87.5 degree 110 mm bend |
| 34 | 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, incluiding cutting brick work and fixing in cement mortar 1:4 ( 1 ce,ment : 4 coarse sand ) and making good the wall etc. complete. 110 mm |
| 35 | Providing and fixing chlorinated polyvinyl chloride ( CPVC ) pipes, having thermal stability for hot & cold water supply, incluiding all CPVC plain & brass theaded fittings, i/c fixing the pipe with clamps at 1.0 m spacing. This incluides jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same incluiding testing of joints complete as per direction of Engineer in charge. concealed work, incluiding cutting chase annd making good the walls etc. |
| 36 | 15 mm nominal outer dia pipes |
| 37 | 20 mm nominal outer dia pipes |
| 38 | 25 mm nominal outer dia pipes |
| 39 | Providing and fixing wash basin with C.I brackets 15 mm C.P. brass waste of standard pattern, incluiding painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous china surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers |
| 40 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 41 | 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. |
| 42 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, incluiding cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet sand cast iron S&S as per IS :3989 |
| 43 | providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 44 | providing and fixing White vitreous china water less urinal of size 600x330x315 mm having antibacterial / germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. |
| 45 | providing and fixing gun metal gate valve with C.I. wheel of approved quality ( screwed end ) : 25 mm nominal bore |
| 46 | providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 47 | providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length, 15 mm nominal bore |
| 48 | Providing and placing on terrace ( at all floor levels) Polyethylene water storage tank, ISI : 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. |
| 49 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 : 15 mm nominal bore |
| 50 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 a) 15 mm nominal bore |
| 51 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS : 8931, 15 mm nominal bore |
| 52 | Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 53 | 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 :W.C. pan with ISI marked white solid plastic seat and lid |
| 54 | Providing and fixing toilet paper holder: C.P. Brass |
| 55 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 56 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia |
| 57 | Preparation and consolidationn of sub- grade with power road of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller incluiding making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead up to 50 meters. |
| 58 | Construction of granular sub-base by providing close graded Material, speading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 59 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 60 | Providing and laying CC pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. ( The panel shuttering work shall be paid for separately). ( Note:- Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 61 | Three track three panels sliding windows with fly proof SS wire mesh ( Two nos, glazed & one no. wire mesh panels ) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9+_0.2 mm single glazing bead of appropriate dimension ( Area of window upto 1.75 sqm ). |
| 62 | Providing and Fixing decorative type, core of block board with teak 3mm ply veneering on both face 35mm thick i/c stainless steel built hinges. |
| 63 | Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 ( 1 cement :4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.5 sqm |
| 64 | Extra for providing moulding to 18 mm thick |
| 65 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90m), having 50 nos rounds per 6 meter length , up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.0m apart and with horizontal R.B.T reinforced barbed wire studitied with G.I staples and G.I clips to retain horizontal, including necessary bolts or GI. barbed wire tied to angle iron, all complete as per direction of Engineer-in harge, with reinforced barbed tape (R.B.T) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, CC. blocks shall be paid separately) |
| 66 | 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 |
| 67 | P/F Stainless steel (Grade 304) ralling made of Hollow tubes, channels, plates etc. I/c welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete I/c fixing the railling with necessary accessories & stainless steel dash fasterners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 68 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 69 | Ms Frame: supply, fabrication of Ms frame consisting of Ms pipes, base plates & normal anchors, The frame shall be welded and grinded to smooth finish as per drawing. 1. painting - The Ms frame shall be cleaned of girt/grim and oil/greese deposit. The frame shall be sand papered to remove rust. The frame shall be painted with PU primer to finish. After primer the frame , NC putty shall be applied over the frame and it will be wet sand papered to a smooth glossy finish. The ready surface will be painted 2 coats of PU paint 2-Fabric Providing & fixing of fabric- fabric ferrari 902 over frame including wire rope and plates. the fabric will be welded to shape and pattern. The joint shall have weld width of 40mm. The joint will have a homogeneous welded of 40mm .The fabric shall be installed, tensioned using a tesioning device and shall not sag at any point. the fabric will be fixed on the frame with fixing accessories like aluminium section with powder coated top covers, self drilling screws. Please Enable Macros to View BoQ information |
