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| 1 | EARTH WORK |
| 2 | 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 for all lead and for all lift, as directed by Engineer-in-charge. |
| 3 | All kinds of soil |
| 4 | Filling quarry muck in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,for all lead and for all lift : |
| 5 | CEMENT CONCRETE (CAST IN SITU) |
| 6 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | REINFORCED CEMENT CONCRETE |
| 9 | 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 fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 12 | Lintels,beams,plinthbeams,girders,bressumersand cantilevers |
| 13 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. |
| 14 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 15 | MASONRY WORK |
| 16 | Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 17 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 18 | STONE WORK |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 20 | Cement mortar 1:6(1 cement :6 coarse sand) |
| 21 | CLADDING WORK |
| 22 | Stone work (machine cut edges) for wall lining (veneer/cladding work) upto 2 m height, laid with cement-based high polymer modified, improved performance, slip resistant, extended open time, deformable tile adhesive (water based) conforming to IS:15477:2019(Type 3 \"T\" S1), in average 6 mm thickness and pointing/grouting in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: |
| 23 | Laterite stone cladding tile (20mm thick or nearest) |
| 24 | Providing and fixing vitrified wall tiles of size 600x600 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 25 | WOOD AND P. V. C. WORK |
| 26 | 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. |
| 27 | Fixed to steel windows by welding |
| 28 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. |
| 29 | Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete. |
| 30 | Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. |
| 31 | 200 mm |
| 32 | STEEL WORK |
| 33 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 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.). |
| 34 | FLOORING |
| 35 | Providing and laying Vitrified tiles in floor in diferent 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. |
| 36 | Glazed Vitrified tiles Matt/Antiskid finish of size |
| 37 | Size of Tile 600 x 600 mm |
| 38 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 39 | Size of Tile 600x600 mm |
| 40 | Providing and laying Vitrified tiles in floor with diferent 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 with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). |
| 41 | Supplying and paving best quality highly compressed exterior grade floor paving tiles in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 42 | FINISHING |
| 43 | 12 mm cement plaster of mix: |
| 44 | 1:6(1 cement: 6 fine sand) |
| 45 | 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. |
| 46 | On steel work |
| 47 | 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. |
| 48 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approvedbrandandmanufacture,includingapplyingadditionalcoats wherever required to achieve even shade and colour. |
| 49 | Two coats |
| 50 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 51 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 52 | Removing white or colour wash by scrapping and sandpapering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 53 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 54 | One or more coats on old work |
| 55 | Dismantling and Demolishing |
| 56 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside the campus as per direction of Engineer - in - charge. |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 58 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material outside the campus as per direction of Engineer - in- charge. |
| 59 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable within the campus and disposal of unserviceable material outside the campus as per direction of Engineer-in-charge : |
| 60 | In cement mortar |
| 61 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within the campus : |
| 62 | Of area 3 sq. metres and below |
| 63 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within the campus. |
| 64 | For thickness of tiles above 25 mm and up to 40 mm |
| 65 | ROAD WORK |
| 66 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed ofsand, 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. complete all as per direction of Engineer-in-Charge. |
| 67 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 68 | SANITARY INSTALLATIONS |
| 69 | 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 and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid |
| 71 | 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: |
| 72 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 73 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 74 | 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. |
| 75 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 76 | Providing and fixing Stainless Steel towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 77 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm |
| 78 | Supplying and providing partitions in wash rooms to separate WC\"s and urinals as per the layouts and measurements using 12mm thick HPL boards includingproviding doors,urinals separators etc.withapproved colours & make .The partitions should be fixed as per the manufactures specifications including all accesories (Door,mid pilasters,divider,end pilaster,robe book etc of stainless steel,water resistant of grade 316make with height and dimensions of cabin size as per drawing.The area of partition taken from floor level to the top rail including doors (There will be no separate rate for doors) |
| 79 | WATER SUPPLY |
| 80 | Providing and fixing brass bib cock of approved quality : |
| 81 | 20 mm nominal bore |
| 82 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 83 | 15 mm nominal bore |
| 84 | Providing and fixing C.P. brass Health Faucet of approved quality conforming to IS:8931 : |
| 85 | C P Brass Health Faucet |
| 86 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall |
| 87 | 32mm nominal dia pipes |
| 88 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work |
| 89 | 10kgf/cm2 Pressure rating |
| 90 | 110mm nominal dia pipes |
| 91 | ALUMINIUM WORK |
| 92 | 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 mechanically wherever 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 fastenersto be paid for separately) : |
| 93 | For fixed portion |
| 94 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 95 | Forshuttersofdoors,windows&ventilatorsincluding 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) |
| 96 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 97 | 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): |
| 98 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 99 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge |
| 100 | Powder coated minimum thickness 50 micron aluminium |
| 101 | Providing and fixing 4mm thick Aluminium Partition Panels, in panelling fixed in aluminum door/window shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. |
| 102 | 4 mm thick aluminium partion panels |
| 103 | Providing and fixing sun control film on glass including cost and conveyance of all materials and labour charges etc. complete. |
| 104 | Sun Control film of approved colour/shade |
| 105 | WATER PROOFING |
| 106 | Providing Fibre lamination works to the RCC structure using resin fibre glass and chemicals after washing the surface roughly cleaned and dry fill in the cracks with suitable putty, first apply the resin to the surface well spread and pressing, applying a second layer of resin to smooth finish for forming the whole to a solid mass including cost and conveyance of all materials and labour charges etc. complete as per the instructions of the dept. officers |
| 107 | CONSERVATION OF HERITAGE BUILDINGS |
| 108 | Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxanechemicalasapprovedby ArchaeologicalSurveyofIndia/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
