| 1 | 1 | WORK SHED | | | |
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| 2 | 1.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and\nramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus\nexcavated soil as directed, within a lead of 50 m.All kinds of soil | | 29.232 | cum |
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| 3 | 1.02 | 7.1.1 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | | 46.012 | cum |
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| 4 | 1.03 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and\nshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40\nnominal size) | | 12.847 | cum |
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| 5 | 1.04 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers\nnot exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to\n50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | | 34.993 | cum |
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| 6 | 1.05 | 50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size\nconfirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM\n1:6 ( 1 cement : 6 coarse sand) etc complete | | 35.198 | cum |
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| 7 | 1.06 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,\ngirders bressumers and cantilevers | | 22.08 | m2 |
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| 8 | 1.07 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | | 3.843 | cum |
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| 9 | 1.08 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | | 384.3 | kg |
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| 10 | 1.09 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 419.125 | m2 |
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| 11 | 1.1 | 50.13.1 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | | 160.561 | m2 |
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| 12 | 1.11 | 5.47.1 Providing and fixing in position factory made precast RCC M-40 doors and win frames having excellent\nsmooth finish as per IS:6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S\nstirrups placed @ 200 mm CC nad 6 numbers high strength polymer blocks of required size for fixing\nhinges including providing 6 no specially designed M.S galvanised sleeves for accomodating 6 mm dia\nfully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of\nhold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running\nmeter correct to two places of decimal.Door frame 125 mm x 60 mm. | | 6 | m |
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| 13 | 1.12 | 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of I st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | | 1.891 | m2 |
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| 14 | 1.13 | 21.1.1.2 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, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel\nscrews, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,\npaneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) | | 19.441 | kg |
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| 15 | 1.14 | 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM\nrubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -\nin -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0\nmm thickness | | 4.32 | m2 |
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| 16 | 1.15 | 21.14 Providing and fixing anodised aluminium ( anodised transparent or dyed to required shade according to\nIS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with\nextruded built up standard tubular section of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately) | | 19.441 | kg |
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| 17 | 1.16 | od50293/2018_2019 Supplying and fixing PVC door shutter with frame , door frame of size 50x47x5mm reinforced with\n19x9x9mm square and 30mm thick door shutter , hinges ,including all cost of materials conveyance and\nlabour charge etc.comlete. | | 3 | each |
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| 18 | 1.17 | 9.48.2 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or\nround bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden\nframes with rawl plugs screws etc | | 261.601 | kg |
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| 19 | 1.18 | 11.41.2 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | | 160.92 | m2 |
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| 20 | 1.19 | 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming\ncoat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces | | 15.39 | m2 |
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| 21 | 1.2 | 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the\nmanufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory,\nGrey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including\npointing the joints with white cement and matching pigment etc., complete. | | 6.96 | m2 |
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| 22 | 1.21 | 11.36 Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be\nspecified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green,\nblack of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm\nthick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg\nper sqm, including pointing in white cement mixed with pigment of matching shade complete. | | 24.6 | m2 |
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| 23 | 1.22 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 579.686 | m2 |
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| 24 | 1.23 | 13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | | 579.686 | m2 |
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| 25 | 1.24 | 13.62.1 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 . | | 20.555 | m2 |
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| 26 | 1.25 | od80990/2018_2019 Steel work in built up G P tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | | 3913.68 | kg |
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| 27 | 1.26 | od80988/2018_2019 Roofing with G.I hard colour traffod galvalume steel sheet 0.40mm or nearest available thickness with\noverlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and\nbitumen washers etc complete | | 260.912 | m2 |
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| 28 | 1.27 | od89090/2018_2019 Ridge caping with pre painted galvalume steel sheets 0.4 mm or nearest available thickness ,50 cm wide including all cost and materials,conveyance,labour charges etc.complete. | | 28.8 | m |
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| 29 | 1.28 | od89091/2018_2019 Supplying and fixing 200mm dia pvc half cut section with brackets at end of sheets or tiled roof rain water collection including all cost of materials,conveyance and labour charges etc,complete, | | 65.6 | m |
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| 30 | 1.29 | 13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per\nmanufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On\nsteel work | | 130.456 | m2 |
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| 31 | 1.3 | 17.2.1 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:W.C. pan with ISI marked white solid plastic seat\nand lid | | 3 | each |
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| 32 | 1.31 | 50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | | 3 | nos |
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| 33 | 1.32 | 17.7.7 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 Flat back wash basin size 450x300 mm with single 15 mm C.P. \nbrass pillar tap | | 3 | each |
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| 34 | 1.33 | 18.56.2 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | | 6 | each |
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| 35 | 1.34 | 50.18.7.3.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This\nincludes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as\nper direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall | | 10 | mtr |
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| 36 | 1.35 | 50.18.9.14.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This\nincludes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as\nper direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall | | 6 | mtr |
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| 37 | 1.36 | 50.18.9.17.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This\nincludes jointing of pipes with one step PVC solvent cement and testing of joints complete as per\ndirection of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall | | 10 | mtr |
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| 38 | 1.37 | 50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This\nincludes jointing of pipes with one step PVC solvent cement and testing of joints complete as per\ndirection of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall | | 15 | mtr |
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| 39 | 1.38 | 50.18.9.20.7 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 63 mm dia vent cowl | | 2 | nos |
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| 40 | 1.39 | 50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement- 110 mm dia Bend | | 6 | nos |
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| 41 | 1.4 | 50.18.9.22.1 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia Elbow | | 6 | nos |
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| 42 | 1.41 | 50.18.9.22.2 Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia 45 degree Elbow | | 3 | nos |
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| 43 | 1.42 | 50.18.9.22.3 Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia 45 degree Elbow | | 6 | nos |
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| 44 | 1.43 | 50.18.9.22.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC\nsolvent cement 110x110x110 mm dia Tee | | 6 | nos |
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| 45 | 1.44 | od85751/2018_2019 Providing and fixing floor trap with stuff mixture of cement mortar 1:1(1 cement:1 fine sand) including\ntesting of joints etc.complete: 100 mm dia | | 3 | each |
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| 46 | 1.45 | 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked,\nwith cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow\npipes but without fittings and the base support for tank. | | 500 | ltr |
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| 47 | 1.46 | od85752/2018_2019 Supplying and fixing ready made RCC Septic tank of size 180cm x 90 cm and soak pit , including all cost\nof materials,labour and onveyance charges etc.complete. | | 1 | each |
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| 48 | 1.47 | ELECTRIFICATION | | 1 | each |
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| 49 | 2 | NEW SHED - TRUSS WORK | | | |
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| 50 | 2.01 | 15.28.1 Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50\nmetres lead of :G.S. Sheet | | 37.404 | m2 |
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| 51 | 2.02 | 15.31 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material\nand disposal of unserviceable material within 50 metres lead. | | 300 | m2 |
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| 52 | 2.03 | 15.14.1 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height\nincluding stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above | | 2.797 | m3 |
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| 53 | 2.04 | od88070/2018-2019 Engaging labour for dismantling existing tiled roofing and disposal of debris etc complete. | | 15 | each |
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| 54 | 2.05 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and\nramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus\nexcavated soil as directed, within a lead of 50 m.All kinds of soil | | 11.341 | m3 |
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| 55 | 2.06 | 50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available\nsize confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1\ncement :6 coarse sand) etc complete | | 13.861 | m3 |
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| 56 | 2.07 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers\nnot exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to\n50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | | 17.909 | m3 |
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| 57 | 2.08 | 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a\nfloating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.\ncomplete.40 mm thick with 20 mm nominal size stone aggregate | | 195 | m2 |
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| 58 | 2.09 | od75236/2018_19 Roofing with G.I hard colour traffod galvalume steel sheet 0.40mm or nearest available thickness with\noverlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and\nbitumen washers etc complete | | 234 | m2 |
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| 59 | 2.1 | od75237/2018-2019 Ridge caping with pre painted galvalume steel sheets 0.4 mm or nearest available thickness ,50 cm wide\nincluding all cost and materials,conveyance,labour charges etc.complete. | | 16.2 | mtr |
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| 60 | 2.11 | od75242/2018_2019 Steel work in built up G P tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete | | 3510 | kg |
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| 61 | 2.12 | 13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | | 97.5 | m2 |
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| 62 | 2.13 | od63452/2018_2019 Supplying and fixing 200mm dia pvc half cut section with brackets at end of sheets or tiled roof rain water\ncollection including all cost of materials,conveyance and labour charges etc,complete, | | 32.4 | mtr |
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| 63 | 3 | LEFT SIDE SHED EXTN | | | |
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| 64 | 3.01 | 15.28.2 Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of : Asbestos sheet | | 218.412 | m2 |
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| 65 | 3.02 | 15.14.1 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height\nincluding stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above | | 3.5 | m3 |
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| 66 | 3.03 | 50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size\nconfirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM\n1:6 ( 1 cement : 6 coarse sand) etc complete | | 3.456 | m3 |
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| 67 | 3.04 | 13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 48.24 | m2 |
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| 68 | 3.05 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 48.24 | m2 |
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| 69 | 3.06 | 13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | | 88.56 | m2 |
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| 70 | 3.07 | od75236/2018_2019 Roofing with G.I hard colour traffod galvalume steel sheet 0.40mm or nearest available thickness with\noverlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and\nbitumen washers etc complete | | 218.412 | m2 |
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| 71 | 3.08 | od75237/2018_2019 Ridge caping with pre painted galvalume steel sheets 0.4 mm or nearest available thickness ,50 cm wide\nincluding all cost and materials,conveyance,labour charges etc.complete. | | 30 | mtr |
|---|
| 72 | 3.09 | od75242/2018_2019 Steel work in built up G P tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete | | 3276.15 | kg |
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| 73 | 3.1 | 13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work | | 91.005 | m2 |
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| 74 | 3.11 | od63452/2018_2019 Supplying and fixing 200mm dia pvc half cut section with brackets at end of sheets or tiled roof rain water\ncollection including all cost of materials,conveyance and labour charges etc,complete, | | 91 | mtr |
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| 75 | 4 | NEW WATER TANK (3.90X3.90X1.30) | | | |
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| 76 | 4.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and\nramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus\nexcavated soil as directed, within a lead of 50 m.All kinds of soil | | 6.236 | m3 |
|---|
| 77 | 4.02 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement\nconcrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth\nlevel with:Cement mortar 1:6 (1 cement : 6 coarse sand) | | 8.317 | m3 |
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| 78 | 4.03 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of\ncentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse\nsand : 4 graded stone aggregate 20 mm nominal size) | | 0.757 | m3 |
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| 79 | 4.04 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including\nattached pilasters, butteresses, plinth and string courses etc. | | 3.361 | m2 |
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| 80 | 4.05 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and\nbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | | 83.27 | kg |
|---|
| 81 | 4.06 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | | 6.845 | m3 |
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| 82 | 4.07 | 50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | | 8.368 | m3 |
|---|
| 83 | 4.08 | 51.13.21.1 Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thick plaster finished with a floating coat of neat cement mixed with water proofing compound of approved make @ 2kg/m2 of mix floated hard and troweled smooth including all labour, material, conveyance charges etc complete. | | 20.28 | m2 |
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| 84 | 4.09 | 13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 34.242 | m2 |
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| 85 | 5 | ELECTRIFICATION | | | |
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| 86 | 5.01 | Lump-sum total | | 1 | no |
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