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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kind of soil. |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed. |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 9 | Foundations, footings, bases of columns etc. for mass concrete |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 12 | Suspended floors, roofs, landings, balconies and access platforms |
| 13 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :6 ( 1 cement : 6 coarse sand) |
| 15 | Extra for brick work with common burnt clay bricks /cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | 12 mm cement plaster of mix 1:6 ( 1 cement : 6 coarse sand) |
| 17 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 18 | Providing, fixing and applying Plaster of Paris (POP) false ceiling consisting of frame work made with 50mm sq M.S. tubes of 18 G thickness as main runner at 600 mm c/c both ways, suspended/ supported with M.S. flats 25x4 mm from existing R.C.C. slab, finished smooth to line and level including necessary supports, scaffolding etc. as required and also including applying a coat of red oxide zinc chromate primer over the M.S. frame work and suspenders complete. Including providing and fixing expanded metal of size 5.25 mm x 1.25 mm thickness welded to main runners and applying POP (calcium sulphate semi hydrate variety) to the expanded metal of thickness not less than 10 mm |
| 19 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm . This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of alljoints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 20 | Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including 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 20mm 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 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineer in-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 21 | Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 22 | 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 23 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 24 | Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work |
| 25 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 26 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 27 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats |
| 28 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars |
| 30 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Riveted and bolted |
| 31 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, 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.). |
| 32 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 33 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) Polyester powder coated aluminum (minimum thickness ofpolyester powder coated 50 microns) |
| 34 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS : 12823 marked |
| 35 | Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not lessthan 12.50 kg / sqm) |
| 36 | Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 8 mm thickness (weight not less than20.0 kg / sqm) |
| 37 | Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 38 | 200x10 mm |
| 39 | 150x10 mm |
| 40 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 41 | 125 mm |
| 42 | 100 mm |
| 43 | Providing and fixing aluminium hanging floor door stopper lSI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :Twin rubber stopper |
| 44 | Providing and fixing bright finished brass night latch of approved qualityincluding necessary screws etc. complete. |
| 45 | Providing and fixing aluminum die cast body tubular type universal hydraulic door closer (having brand logo with IS: 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete : |
| 46 | Providing and fixing double action hydraulic floor spring of approvedbrand and manufacture IS : 6315 marked, having brand logo embossedon the body/plate with double spring mechanism and door weight upto125 kg for doors including cost of cutting floors, embedding in floors asrequired and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheetouter box with slide plate etc. complete as per the direction of Engineerin-plate etc. complete as per the direction of Engineer-in-charge. With Stainless Steel cover plate minimum 1.25 mm thickness. |
| 47 | Preparation of subgrade by excavating earth to an average of 22.5 cmdepth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 48 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 49 | 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 Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 50 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm |
| 51 | Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) |
| 52 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm |
| 53 | PLUMBING |
| 54 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter 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: W.C. pan with ISI marked white solid plastic seat and lid. |
| 55 | Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350mm 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: Range of two urinal basins with 5 literwhite P.V.C automatic flushing cistern. |
| 56 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever required : Stainless steel AISI-304 (18/8) Round basin 405x355 mm with single 15mm C.P. brass pillar trap |
| 57 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perI.S. 13983 with C.I. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the wallswherever required : Kitchen sink without drain board 610x510mm bowl depth 200mm |
| 58 | Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C waste fittings complete:Semi rigid pipe 40 mm dia |
| 59 | Providing and fixing 100 mm sand cast iron grating for gully trap.s) |
| 60 | Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screws and washers complete. |
| 61 | PProviding and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes |
| 62 | 50 mm diameter |
| 63 | 75 mm diameter |
| 64 | 110 mm diameter |
| 65 | 160 mm diameter |
| 66 | Providing and fixing on wall face un-plasticized - PVC mouldedfittings/accessories for un plasticized Rigid PVC rain water pipesconforming to IS : 13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler |
| 67 | 50 mm dia |
| 68 | 75 mm dia |
| 69 | 110 mm dia |
| 70 | 160 mm dia |
| 71 | PVC DOOR BEND( of required degree):- 110 mm dia |
| 72 | PVC DOOR TEE ( of required degree):- 110 mm dia |
| 73 | PVC REDUCER DOOR TEE:- ( of required degree):- 110 mm X 75MM |
| 74 | PVC VENT COWL:- ( of required degree):- 110 mm |
| 75 | PVC FLOOR/NAHANI TRAP:-- 110 mm X 75MM |
| 76 | Providing and fixing PTMT soap dish holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106gms. |
| 77 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with a minimum distance of 37 mm from wall face withconcealed fittings arrangements of approved quality and colour, weighingnot less than 88 gms. |
| 78 | Providing and fixing brass bib cock of approved quality.15 mm nominal bore |
| 79 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cockof approved quality conforming to IS standards and weighing not lessthan 810 gms. |
| 80 | Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) ofstandard design and of approved make conforming to IS : 8931 |
| 81 | Providing and fixing on wall face un-plasticized - PVC mouldedfittings/accessories for un plasticized Rigid PVC rain water pipesconforming to IS : 13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single push fit coupler 110 mm |
| 82 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto1 metre long with S.S. triangular plate to European type W.C. ofquality and make as approved by Engineer - in - charge. |
| 83 | Providing and fixing 15mm noninal bore of standard back type C.P Brass close hole basin water mixer pillar tap of approved quality and make weighing not less than 1.970 kg |
| 84 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.: Internal work-Exposed on wall . Medium |
| 85 | 15 mm dia. nominal bore |
| 86 | 25 mm dia. nominal bore |
| 87 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting andthreading the pipe etc. complete 25 to 40 mm nominal bore |
| 88 | Providing and fixing G.I. Union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete (new work) 25 mm nominal bore |
| 89 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete. 20 mm nominal bore |
| 90 | Providing and fixing of stainless steel Rainwater Khurra JALI to be placed at roof of make CHILLY or CAMRY or equivalent all complete:- square or circular in shape of dia/size:- (incl. all carriages) |
| 91 | Providing & Installation of 1.5 H.P. three phase water pump of make Crompton with all fittings, connecting inlet & outlet, fixtures, electrical connection and starter all complete:- (incl. all carriages) |
| 92 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominalsize), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III): 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3coarse sand) finished withfloating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mmnominal size) finished with a floatingcoat of neat cement complete as perstandard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight ofcover and frame to be not less than 38 kg (weight of cover 23 kg andweight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 93 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brickhoney comb shaft with common burnt clay (non modular) bricks of classdesignation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design. |
| 94 | Supplying and fixing C.I. cover without frame for manholes 455x610mm rectangular C.I. cover (light duty) the weight of thecover to be not less than 23 kg. |
| 95 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stacking complete |
| 96 | Sand for an average lead of 80 Kms. |
| 97 | Stone aggregate below 40mm size for an average lead of 20 Kms. |
| 98 | Stone aggregate 40mm and above 40mm size for an average lead of 20 Kms. |
| 99 | Bricks for an average lead of 96 Kms Please Enable Macros to View BoQ information |
