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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge |
| 2 | All kinds of soil |
| 3 | 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. |
| 4 | Surface 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 up to 1.5 m. |
| 5 | All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 7 | 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) |
| 8 | 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) |
| 9 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizeerived from natural sources). |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 11 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1. 7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 12 | 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 : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill} derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 15 | 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) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregae 20 mm nominal size derived from natural sources). |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Suspended floors, roofs, landings, balconies and access platform |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 26 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 27 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same |
| 28 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | 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 : |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 33 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Vlevel |
| 34 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 35 | Providing and fixing 18 mm 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 20 mm 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 of edges to give high gloss finish etc. Complete at all levels. |
| 36 | Granite stone slab of colour black, Cherry/Ruby red |
| 37 | Area of slab over 0.50 Sqm |
| 38 | Providing and fixing 1st 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 anysize 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, includingpointing in white cement mixed with pigment of matching shade complete |
| 39 | Providing and fixing aluminium tower bolts, ISI 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 |
| 40 | 200x10 mm |
| 41 | 150x10 mm |
| 42 | 100x10 mm |
| 43 | Providing and fixing aluminium handles, ISI 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 |
| 44 | 125 mm |
| 45 | 100 mm |
| 46 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 47 | 125 mm |
| 48 | 100mm |
| 49 | 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 |
| 50 | Fixed to steel windows by welding |
| 51 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1. 70 mm for Series R 1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a GovernmentEngineering Institute, to be provided by the manufacturer for(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3(ii) Sites with structure height more than 20m for all wind speeds |
| 52 | Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body |
| 53 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). |
| 54 | Fixed window/ ventilator without mullion/ transom. |
| 55 | Using R3 series with frame (55 mm & above) x (45 mm & above). (Height upto 2.5 metre). |
| 56 | Casement window single panel with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system zinc alloy (zamak) powder coated handles. |
| 57 | Using R3 series with frame (55 mm & above ) x (45 mm & above) & sash (55 mm & above) x (65 mm & above). (Height upto 1.8 metre |
| 58 | Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides. |
| 59 | Using R3 series with frame (55 mm & above) x (50 mm & above) & sash (55 mm & above) x (85 mm & above) (Height upto 2.5 metre |
| 60 | Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete |
| 61 | Structural steel work riveted, bolted or welded 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. |
| 62 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 part 1 and M.S. top cover of required thickness for rolling shutters. |
| 63 | 80x1 .25 mm M.S. laths with 1.25 mm thick top cover |
| 64 | Providing and fixing ball bearing for rolling shutters |
| 65 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. |
| 66 | Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 67 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 68 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 69 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 70 | 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. |
| 71 | Hot finished welded type tubes |
| 72 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 73 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 74 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 75 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with |
| 76 | 5.5 mm thick glass panes |
| 77 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) |
| 78 | 25 mm thick |
| 79 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 80 | Providing and laying rectified Glazed Ceramic 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 colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete |
| 81 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/Sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 82 | Double charge vitrified tile polished finish of size |
| 83 | Size of Tile 600 x 600 mm |
| 84 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design |
| 85 | In 75x75 mm deep chase |
| 86 | 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. |
| 87 | 75 mm diameter |
| 88 | 110 mm diameter |
| 89 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion |
| 90 | Coupler |
| 91 | 75mm |
| 92 | 110mm |
| 93 | Single pushfit Coupler : |
| 94 | 75mm |
| 95 | 110mm |
| 96 | Single tee with door |
| 97 | 75x75x75 mm |
| 98 | 110x110x110 mm |
| 99 | Single tee without door |
| 100 | 75x75x75 mm |
| 101 | 110x110x110 mm |
| 102 | Bend 87.5° |
| 103 | 75 mm bend |
| 104 | 110 mm bend |
| 105 | Shoe (Plain) |
| 106 | 75 mm Shoe |
| 107 | 110 mm Shoe |
| 108 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per Sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 109 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 110 | Ridges plain (500 - 600mm) |
| 111 | Flashings/ Aprons.( Upto 600 mm) |
| 112 | North light curves |
| 113 | Barge board (Upto 300 mm) |
| 114 | Crimp curve |
| 115 | Gutter (600 mm over all girth) |
| 116 | 12 mm cement plaster of mix : |
| 117 | 1:4 (1 cement: 4 coarse sand) |
| 118 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 119 | 1:4 (1 cement: 4 coarse sand) |
| 120 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers |
| 121 | Finishing walls with textured exterior paint of required shade : |
| 122 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 123 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 124 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 125 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 126 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 127 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 128 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour |
| 129 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 130 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 131 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 132 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 133 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 134 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 135 | In cement mortar |
| 136 | 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. |
| 137 | Laying old cement cocrete 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. (Old CC paver blocks shall be supplied by the department free of cost). |
| 138 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and 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 |
| 139 | 15 mm nominaldia .Pipes. |
| 140 | 20 mm nominaldia .Pipes. |
| 141 | 25 mm nominaldia .Pipes. |
| 142 | Providing and fixing aluminium 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed echanicallywherever required including cleat angle, Aluminium 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, paneling and dash fasteners to be paid for separately) : |
| 143 | For fixed portion |
| 144 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 145 | 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) |
| 146 | Powder coated aluminium (minimum thickness of powder coating 50 micron |
| 147 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, 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-in-charge |
| 148 | Pre-laminated particle board with decorative lamination on both sides |
| 149 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): |
| 150 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/Sqm) |
| 151 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 152 | Upto 5mm depth and 5 mm width |
| 153 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). |
| 154 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 155 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid Poor/window/Clerestory 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. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made |
| 156 | Frame size 50 x 125 mm |
| 157 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin 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) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 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 fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 158 | 30 mm thick |
| 159 | Providing, mixing and applying 12 mm thick ready mix cement plaster of approved makeas per specifications and directions of Engineer-in-charge. |
| 160 | Providing, mixing and applying 15 mm thick ready mix cement plaster of approved makeas per specifications and directions of Engineer-in-charge. |
| 161 | Providing and fixing 5mm thick toughened glass etc. complete as per direction of engineer in charge |
| 162 | Providing and fixing mortice handle lock with of doorset make model no. Cetto |
| 163 | Providing and fixing Bowl with Cistern for Extended wall hung WC with PP soft close seat cover, Hinges, Dual Flush cistern fitting. Accessories set, size 380x630x770 mm jaquar make model no. CNS-WHT-353SPPZ or equivalent approved make as per directions of EIC |
| 164 | Providing and fixing CP brass pillar cock Auto closing system jaquar Make Model No. PRS-031 or equivalent approved make as per directions of EIC |
| 165 | P/F CP brass pillar cock jaquar make CON011KN or equivalent of approved make as per direction of EIC |
| 166 | P/F CP brass bib cock jaquar make CON-047KN with wall flange or equivalent of approved make as per directions of Engineer in Charge. |
| 167 | P/F 15mm dia long body bib cock Jaquar make Model No. CON-107-KN or equivalent of approved make as per direction of Engineer in Charge. |
| 168 | Providing laying and jointing 110 mm dia UPVC pipe of Ist quality complete in all respect as as per direction of EIC |
| 169 | Providing laying and jointing 75 mm dia UPVC pipe of Ist quality complete in all respect as as per direction of EIC |
| 170 | Providing and fixing under counter wash basin with fitting accessories size 485x370x205 mm shape rectagular jaquar make model no. CNS-WHT-701 or equivalent approved make as per directions of EIC |
| 171 | Providing & fixing of rolling blinds NEHA/VISTA/CLASSIC or any other equivalent approved brand with prior approval of EIC, complete in all respect |
| 172 | Providing and fixing 75 mm dia upvc nahani trap with material and labour etc complete as per directions of EIC |
| 173 | Providing and fixing 100 mm dia CP floor jali (Heavy Duty) as per direction of EIC |
| 174 | Providing and fixing Toilet Paper Holder with stainless steel flap jaquar make model no. ACN-1153S or equivalent approved make to be fixed with C.P. brass screws complete as per direction of the engineer-in-charge. |
| 175 | Providing and fixing health faucet with 8 mm dia, 1 meter long flexible Tube & Wall hook. Jaquar make model no. ALD 573 or equivalent approved make as per directions of EIC |
| 176 | Providing and fixing hydraulic door closer Godrej make or equivalent approved make with necessary accessories and screws etc. complete in all respects as per directions of EIC |
| 177 | Supply and fixing of rolling shutter motors for automation of rolling shutte, size of shutte approx 4.20x7.20 (WxH). Required specification of rolling shutter motor, electro mechnical gear motor with integrated electronic limit switch and safety limit switches, anti-fall safety lock in case of drive chain break, manual chain override in case of power failure, push button with key lock stainless steel case, capacity 800-1000 kg, height 7-8, power 351-550 W, rotation - 3.5-5.5 rpm, warranty: minimum 02 years , make:toshi automation / smart power automation/ gandhi automation / fox domotics. |
| 178 | Providing and fixing of self supported arch shaped mechanically seemed trussless pre coated galvalume proflex or equivalent roofing as per below mentioned specification & as per instruction of EIC. Color coated galvalume steel (complied to ASTM A792 International standards)(A) Base metal thickness \"BMT\"-1.20 mm(B) Total Coated thickness \"TCT\"-1.275 mm(C) Tolerance: -/+0.020 MM(D) Width of coil: 914.00 MM(E) Tolerance: -/+2 MM(F) Coating mass: coating mass of AZ-150(G) Yield strength: 350 MPA, This item also includes providing and fixing of all consumables at site such as anchors fasteners, washers, epoxy paint, lacer, rubber paint, galvalume light hangers, clamps for the purpose of hanging lights and running electrical conduits etc. complete in all respects including labour and T&P (Structural stability certificate to be provided by the contractor through OEM). |
| 179 | Providing and fixingSeamless Cladding for Gable Ends, Color Coated Galvalume Steel or equivalent as per below mentioned specification and as per instruction of EIC. Colour coated galvalume steel complied to ASTM A792 International Standards • Base Metal Thickness (BMT):0.800 MM • Total Coated Thickness (TCT) :0.875 MM • Thickness Tolerance : +/- 0.02 MM • Coil Width : 605 MM• Panel Width (Approximately) : 305 MM (One Fee Profile OFP Panels)This item includes providing and fixing all consumables at site such as anchors, fastners, washers, epoxy paint, lacer, rubber paint, cladding panel/ angles for top circular portions size 4x2 inch, to be fixed in curved shape under roofing panel, Rubber Gasket (100mmx10mm thick) for gable wall, angle 2 inch x 2 inch for gable wall cladding / flashings, special solutions for sticking rubber gaskit with angle, self tapping screw with GI rubber washer (Hilti make) minimum size 5.5 x 25 mm, Z-type flashing for a cover of MS angle on gable wall and silicone sealant as per requirement at site including all labour and T&P. |
| 180 | Fixing of old girder or grill in position including welding, drilling, cutting etc. complete as per direction of EIC (labour rate only) |
| 181 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 182 | Providing and fixing bolts including nuts and washers complete |
| 183 | For Calculation purpose only |
| 184 | Sub Total (A) |
