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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 | Extra for every additional lift of 1.5 M or part therefore in all kinds of soil. |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 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:1:5:10 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level.1:1.5:3 |
| 6 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 |
| 10 | Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and curing complete. |
| 11 | Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 13 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:6 (1 cement : 6 fine sand). |
| 14 | Extra for brick work in super structure above plinth level upto floor V-level. |
| 15 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. ((Thermo-Mechanically Treated bars of grade Fe-500D or more.)) |
| 16 | Half brick masonry with commonburnt clay (non-modular) bricks ofclass designation 7.5 in foundationsand plinth including curing in :Cement mortar 1:4 ( 1 cement : 4coarse sand) |
| 17 | Extra for Half Brick |
| 18 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 19 | 15mm Cement plaster on the rough side of single or half brick wall ofmix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 20 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 21 | Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. Projections. |
| 22 | 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 Mt & lift upto 1.50M. |
| 23 | Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete. |
| 24 | Making plinth protection 50mm thick cement concrete 1:3:6 (1 cement : 3 course sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth crushed. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for :- |
| 26 | Foundations, footings, bases of columns. |
| 27 | Columns, pillars, piers. |
| 28 | Lintels, beams, plinth beams. |
| 29 | Suspended floors, roofs, landings and access platforms |
| 30 | Edges of slabs and breaks in floors and walls upto 20cm wide. |
| 31 | Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc. (Make Armocreate of SWC Chryso France) consisting of (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 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 admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining was upto 300mm height including rounding of junction of walls and slaps.(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. (iv) Finishing the surface with 20mm thick joint less cement mortar of mix 1: 4 admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fiber 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 far 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 khurras as 65mm |
| 32 | 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. |
| 33 | 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 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigmentsetc. complete Size of tile 600x600 mm (antiskid type) |
| 34 | Providing and laying 16mm thick Granite of any colour and shape (area of slab over 0.5 Sqm) gang saw cut mirror polished (pre moulded and pre polished), machine cut for kitchen platform, vanity counters window sills facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels. |
| 35 | 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 : 4coarse 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. |
| 36 | Providing and fixing aluminum work for doors, windows, ventilators and partitions 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.)22.1.1 For fixed portion Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 37 | Providing and fixing PRM Quality Ceramic Glazed wall tiles of Size 300x600 mm 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. |
| 38 | Tile brick masonry work 5cm thick with common burnt clay non modular tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) and curing complete in superstructure above plinth level upto floor five level. |
| 39 | Providing and fixing aluminum work for doors, windows, ventilators and partitions 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 shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of powdercoated 50 microns) |
| 40 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on both sides. |
| 41 | Providing and fixing glazing in aluminum door, window, ventilator shutters 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) |
| 42 | Providing 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. |
| 43 | Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete. |
| 44 | 100x10mm. |
| 45 | 150x10mm. |
| 46 | 200x10mm. |
| 47 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 48 | 100mm. |
| 49 | 125 mm. |
| 50 | Providing and fixing aluminium sliding door bolts ISI marked (anodized 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. 250 x 16mm. |
| 51 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 52 | 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. 1 mm thick |
| 53 | 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) |
| 54 | Painting with synthetic enamel paint on steel work of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 55 | Steel work welded in built-up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates and similar work. |
| 56 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 57 | 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 10mm gap for thermal expansion. Single socketed pipes of 110mm diameter. |
| 58 | Providing and fixing aluminumhanging floor door stopper, ISImarked, anodized (anodic coatingnot less than grade AC 10 as per IS :1868) transparent or dyed torequired colour or shade withnecessary screws etc. complete : Twinrubber stopper |
| 59 | Providing and fixing aluminum casement stays, ISI marked, anodized (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 : |
| 60 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. |
| 61 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized 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. |
| 62 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. |
| 63 | Sand for avg lead 8 km |
| 64 | Stone aggregate below 40mm size for an average lead of 8 Kms. |
| 65 | Stone aggregate 40mm and above 40mm size for an average lead of 8 Kms. |
| 66 | bricks for avg lead 8 km |
| 67 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid , 10 liter low level whitevitreous chinaflushing cistern and CP flush bend with fittings and C.I. brackets, 40mmflush bend, overflow arrangement with specials of standard make andmosquito proof coupling of approved municipal designcomplete,including painting of fittings and brackets, cutting and makinggood thewalls and floors wherever required: 18.3.1 W.C. pan with ISI marked white solid plastic seat and lid. |
| 68 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) 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. White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 69 | Providing and fixing wash basin with C.I. brackets, 15mm 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 required : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 70 | Providing & fixing C.P. hand spraywith lever control (health faucet) andflexible hose 1 m long connectionwith C.P. holder for hand spraycomplete in all respects as perdirection of Engineer-Incharge. |
| 71 | 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 |
| 72 | Providing and fixing heavy class SS grating plane floor trap and setting in floor with cement mortar to matach the floor finish as per direction of Engineer-in-charge (size 100mm dia) ISI marked. |
| 73 | Providing and fixing C.P. brass angle valve of approved quality |
| 74 | 15 mm dia. nominal bore (Medium) |
| 75 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, complete compatable to connection with pipe as per the direction of Engineer Incharge. |
| 76 | 15 mm dia. nominal bore (Medium) |
| 77 | 20 mm dia. nominal bore (Medium) |
| 78 | 25 mm dia. nominal bore (Medium) |
| 79 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. External Work. |
| 80 | 15 mm dia. nominal bore (Medium) |
| 81 | 20 mm dia. nominal bore (Medium) |
| 82 | 25 mm dia. nominal bore (Medium) |
| 83 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: Internal work. |
| 84 | 15 mm dia. nominal bore (Medium) |
| 85 | 20 mm dia. nominal bore (Medium) |
| 86 | Providing and fixing brass stop cock of approved quality. |
| 87 | 15 mm nominal bore |
| 88 | 20 mm nominal bore |
| 89 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 90 | 25 to 40 mm nominal bore |
| 91 | Providing & fixing C.P. brass robe hook fixed to wall/door with plastic rawl plugs and C.P brass screws including cutting and making good the walls wherever required asper direction of Engineer-Incharge. |
| 92 | P/F of Soap Dish Holder with allfittings as per direction of Engineer-in-charge |
| 93 | \\"Providing and fixing brass towel Ring Round with Round Flenge ofapproved make complete with all fittings |
| 94 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 95 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 96 | Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms |
| 97 | Constructing brick masonry manhole in cement mortar 1:4 : including C.I. cover with frame (light duty) complete job |
| 98 | size60x60 cm |
| 99 | size 30x30 cm |
| 100 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) |
| 101 | 25 mm nominal bore |
| 102 | 20 mm nominal bore |
| 103 | Providing and fixing of tank nipple |
| 104 | Providing and fixing of PVC Connections |
| 105 | P/F of PVC Fittings |
| 106 | bend 110 mm |
| 107 | P Trap |
| 108 | Floor Trap |
| 109 | Providing and fixing complete set of sanitary fixtures for handicapped toilets, Hindware Cat. no. 70002) comprising of EWC - P , Cistern,Seat Cover, Twin Flush Fittings,Wash Basin 450x300, Half pedestal, 1faucet with spatula lever, 1 hinge rail and 2 grab bars, including cutting and making good the walls and floors wherever required complete as per directions ofEngineer in charge. |
| 110 | SAP Toilet |
| 111 | Providing and fixing white vitreous china flat back or wall corner type lipped 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: 18.4.1 One urinal basin with 5 literwhite P.V.C automatic flushing cistern. |
| 112 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: 32 mm dia |
| 113 | 32 mm dia |
| 114 | 40 mm dia |
| 115 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 116 | Supply, assembly, erection, testing and commissioning of pumping system comprising the 1 HP Crompton Mini Master Water Motor . Please Enable Macros to View BoQ information |
