|
| 1 | Part-ASurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, machinery equipments/Machineries, tools & plants, lead & lift and all other charges etc., complete. |
| 2 | 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 up to 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. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, machinery equipments/Machineries, tools & plants, lead & lift and all other charges etc., complete. |
| 3 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Gravel Filling incl. compaction). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, rolling for compaction upto max. dry density, tools & plants, lead & lift and all other charges etc., complete. |
| 4 | Dry stone pitching 150mm thick including supply of stones and preparing surface complete. (150mm thick Granite Stones). Voids filled with 63 mm to 45 mm size stone aggregate & screening with moorum is binding material.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.All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, rolling for compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 5 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, mixing, needle/flat vibrator, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (using only steel material). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, rolling, tools & plants, lead & lift and all other charges etc., complete. |
| 7 | Remove and relaying of existing paver blocks from road Near LHT and laying same paver blocks b/w trestle towers |
| 8 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., and disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Removal of paver blocks incl. sand. During removal of paver blocks shall not be damaged). All complete as per direction of Engineer-in-charge including the cost of all labours, safety, material shifting, tools & plants, lead & lift and all other charges etc., complete. |
| 9 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge.(Laying of old paver blocks b/w trestle Tower or required places and charges including transportation). All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 10 | Providing & Applying 2coats of Floor Plus for Floor Coat | DIY, Quick Drying with High Adhesion,Washability & Abrasion Resistance | Water Based Emulsion- 1L (Terracotta) (use gun spray) for existing paver blocks all as directed and as per specifications including cost of all labour charges, materials, tools & plants, scaffolding, safety measures and all other charges etc., complete |
| 11 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge. (80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern). All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 12 | 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 m and lift up to 1.5 m. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 13 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, compaction, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture of required colour 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. All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 15 | Fencing on angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, tools & plants, tightening,scaffolding, lead & lift and all other charges etc., complete. |
| 16 | Providing and fixing GI angle of size 50mm x50mmx6 mm as fencing post over the compound wall as per drawing and as directed at site & for hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works including applying priming coat of approved steel primer (for G.I. pipes/angles/Flats with making holes for Fencing on existing C.wall.) including the cost of all materials, labours, tools & plants, loading,unloading, welding, scaffolding, grinding, transportation,lift & lead and all other charges etc., complete. (As per site condition, the GI angle is straight or Bended shape) |
| 17 | Cutting holes up to 15x15 x 30cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (for inserting MS Angle). All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, tools & plants, mixing, compaction, curing, scaffolding, lead & lift and all other charges etc., complete. |
| 18 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work. All complete as per direction of Engineer-in-charge including the cost of all material, labours, safety, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 19 | Part-BEarth work/backfilling |
| 20 | 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 up to 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 with dewatering. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, machinery equipments/Machineries, tools & plants, lead & lift and all other charges etc., complete. |
| 21 | 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 m and lift up to 1.5 m. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, machinery equipments/Machineries, tools & plants, lead & lift and all other charges etc., complete. All complete as per direction of Engineer-in-charge including the cost of all labours, safety, machinery equipments/Machineries, compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 22 | Dry stone pitching 225 mm thick including supply of stones and preparing surface complete. (150mm thick Granite Stones). 35%Voids filled with 63 mm to 45 mm size stone aggregate & screening with 25% moorum is binding material.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.all as directed and as per specifications including cost of all labour charges, materials, tools & plants, compaction, safety measures and all other charges etc., complete |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, mixing, needle/flat vibrator, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 24 | Providing and laying in position cement concrete of specified grade - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, mixing, needle/flat vibrator, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 25 | Providing & Laying of Brick Work |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, mixing,curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 27 | 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) . All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, mixing,curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 28 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/Machineries, mixing, needle/flat vibrator, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/ Machineries, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 30 | Centering & Shuttering All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, machinery equipments/ Machineries, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 31 | Centering and shuttering for Foundations, footings, bases of columns, etc. for mass concrete |
| 32 | Centering / Shuttering for Shelves (Cast in situ) |
| 33 | Centering and shuttering for Suspended floors, roofs, landings, balconies and access platform |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 35 | Plastering work for All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, mixing, curing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 36 | 20 mm cement plaster Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 37 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) (Top slab top) |
| 38 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) (For inside plastering) |
| 39 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) ( For outside building of 1st class premium quality as per approved). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, mixing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 40 | Two coats Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour (For inside the buildings ). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, mixing, tools & plants, scaffolding, lead & lift and all other charges etc., complete. |
| 41 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) Frame size 45 x 85 mm solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (This item will not operate if provide Granite flooring frame at door portion in toilets). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, tools & plants, lead & lift and all other charges etc., complete. |
| 42 | 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded solid PVC profiles, 5 mm (± 0.2mm) thick, having styles & rails (except lock rail) of size 95 mm x 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC lock rail of size 115mm X 35mm out of which 75mm to be flat and 20mm to be tapered at both ends having 15mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125mm X 11mm including providing 5mm single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-Charge. Decorative finish (wood grained finish). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, tools & plants, lead & lift and all other charges etc., complete. |
| 43 | Glass panes, with wooden fillets wherever necessary: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (For ventilators). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, tools & plants, lead & lift and all other charges etc., complete. All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, scaffolding, cutting, tools & plants, lead & lift and all other charges etc., complete. |
| 44 | Fittings & fixtures new in bathroom items all as directed and including cost of all labour, tools & plants, removal and all other charges etc. All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, scaffolding, tools & plants, lead & lift and all other charges etc., complete. |
| 45 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 46 | 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 550x400 mm with a pair of 15 mm C.P. brass pillar taps. |
| 47 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 48 | 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. |
| 49 | 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 |
| 50 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : 15mm nominal bore |
| 51 | Providing and fixing of PVC Health Faucet full set of approved quality & brand |
| 52 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore. |
| 53 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length. |
| 54 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 55 | P & F of S.C.I. Gully or Nahani grating 100 mm dia (or SS jali) |
| 56 | 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. |
| 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 10 mm gap for thermal expansion, (i) Single socketed pipes as per the direction of the Engineer-in-charge for soil, waste and vent pipes including necessary fittings and accessories complete.(Note : 1. All the joints shall be leak proof. 2. The centre line length of pipes shall be measured for the purpose of payment. 3. Floor trap and terminal guard only shall be measured separately for payment). All complete as per direction of Engineer-in-charge including the cost of all materials, labours, safety, scaffolding, cutting, tools & plants, lead & lift and all other charges etc., complete. |
| 58 | 75 mm diameter PVC Pipe |
| 59 | PVC Coupler 75mm dia |
| 60 | Single tee with door 75x75x75 mm |
| 61 | Single tee without door 75x75x75 mm |
| 62 | 75 mm bend 87.5 degree |
| 63 | 110 mm diameter PVC Pipe |
| 64 | PVC Coupler 110mm dia |
| 65 | Single tee with door 110x110x110 mm |
| 66 | Single tee without door 110x110x110 mm |
| 67 | 110mm Bend 87.5 degree |
| 68 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. All complete as per direction of Engineer-in-charge including the cost of all material labours, safety, machinery equipments/Machineries, mixing, compacting, curing, tools & plants, lead & lift and all other charges etc., complete. |
| 69 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. All complete as per direction of Engineer-in-charge including the cost of all material labours, safety, machinery equipments/Machineries, mixing, compacting, curing, tools & plants, lead & lift and all other charges etc., complete. |
| 70 | Water Supply Arrangements All complete as per direction of Engineer-in-charge including the cost of all material labours, safety, machinery equipments/Machineries, compaction, tools & plants, lead & lift and all other charges etc., complete. |
| 71 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work .25 mm nominal outer dia. Pipes. |
| 72 | 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. 20 mm nominal outer dia .Pipes. (incl. removal of existing pipes) |
| 73 | P & F Extra Heavy Brass Ball Valve (25 mm) 1 inch with brass handle |
| 74 | 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. |
| 75 | P & F 1 inch CPVC Plain Tank Nipple Socket |
| 76 | Tiles flooring All complete as per direction of Engineer-in-charge including the cost of all material labours, safety, machinery equipments/Machineries, mixing, curing, tools & plants, lead & lift and all other charges etc., complete. |
| 77 | Providing and laying rectified Glazed Ceramic anti-skid floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. (Anti skid tiles) |
| 78 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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. |
| 79 | Cutting of CC Road upto 300mm width and after laying of pipe line, making good with CC 1:2:4 all as directed including cost of all labour, materials, cutting, mixing, re finishing, compaction, curing, tools & plants, etc. complete. Please Enable Macros to View BoQ information |
