| 1 | 1 | OFFICE BUILDING | | | |
|---|
| 2 | 1.01 | 2.8.1\nEarth 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 | | 15.633 | cum |
|---|
| 3 | 1.02 | 50.6.2.1\nSolid 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 | | 24.322 | cum |
|---|
| 4 | 1.03 | 2.25\nFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not\nexceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m\nand lift up to 1.5 m. | | 33.949 | cum |
|---|
| 5 | 1.04 | 4.1.8\nProviding 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) | | 9.452 | cum |
|---|
| 6 | 1.05 | 5.9.5\nCentering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,\ngirders bressumers and cantilevers | | 70.995 | m2 |
|---|
| 7 | 1.06 | 5.9.3\nCentering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,\nlandings, balconies and access platform | | 209.294 | m2 |
|---|
| 8 | 1.07 | 5.3\nReinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,\nbalconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor\nfive level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :\n1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | | 28.969 | cum |
|---|
| 9 | 1.08 | 5.22.6\nSteel 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 | | 3399.36 | kg |
|---|
| 10 | 1.09 | 50.6.2.2\nSolid 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 | | 45.976 | cum |
|---|
| 11 | 1.1 | 13.1.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 610.65 | m2 |
|---|
| 12 | 1.11 | 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour\ncharges etc complete\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 257.66 | m2 |
|---|
| 13 | 1.12 | 5.47.2\nProviding 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\nsliding 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 100 mm x 60 mm. | | 18 | m2 |
|---|
| 14 | 1.13 | 9.48.1\nProviding 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 steel windows by\nwelding | | 233.889 | kg |
|---|
| 15 | 1.14 | 21.1.1.2\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up\nstandard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :\n733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the\ngaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.\nAluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever\nrequired 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\n(minimum thickness of powder coating 50 micron) | | 62.371 | kg |
|---|
| 16 | 1.15 | 21.14\nProviding 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\nwith dash fastener of required dia and size (Dash fastener to be paid for separately) | | 62.371 | kg |
|---|
| 17 | 1.16 | 21.3.1\nProviding 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 -\nin -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0\nmm thickness | | 15.594 | m2 |
|---|
| 18 | 1.17 | 10.6.2\nSupplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked\ntogether through their entire length and jointed together at the end by end locks, mounted on specially\ndesigned pipe shaft with brackets, side guides and arrangements for inside and outside locking with push\nand pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire\nsprings manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1\nand M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick\ntop cover | | 5.5 | m2 |
|---|
| 19 | 1.18 | 10.7\nProviding and fixing ball bearing for rolling shutters. | | 2 | no |
|---|
| 20 | 1.19 | 9.20.1\nProviding and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core\nof block board construction with frame of I st class hard wood and well matched teak 3 ply veneering with\nvertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI\nmarked Stainless Steel butt hinges with necessary screws | | 5.041 | m2 |
|---|
| 21 | 1.2 | od51056/2018_2019\nSupplying 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. complete. | | 1 | each |
|---|
| 22 | 1.21 | 11.3.1\nCement 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 | | 66.89 | m2 |
|---|
| 23 | 1.22 | 11.46.2\nProviding and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water\nabsorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in\nskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including\ngrouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm | | 61.611 | m2 |
|---|
| 24 | 1.23 | 11.40\nProviding and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be\nspecified by the manufacturer) of Ist quality conforming to IS: 15622 of approved make in all colours,\nshades, except white, Ivory, Grey Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :\n4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete | | 1.8 | m2 |
|---|
| 25 | 1.24 | 11.36\nProviding 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 | | 9.661 | m2 |
|---|
| 26 | 1.25 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 868.31 | m2 |
|---|
| 27 | 1.26 | 13.61.1\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work | | 19.178 | m2 |
|---|
| 28 | 1.27 | 10.28\nProviding and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,\nincluding welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary\naccessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the\nfloor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for\npayment purpose only weight of stainless steel members shall be considered excluding fixing\naccessories such as nuts, bolts, fasteners etc.) | | 48.265 | kg |
|---|
| 29 | 1.28 | 17.3.1\nProviding and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10\nlitre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm\nflush bend, overflow arrangement with specials of standard make and mosquito proof coupling of\napproved municipal design complete, including painting of fittings and brackets, cutting and making good\nthe walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | | 1 | each |
|---|
| 30 | 1.29 | 50.17.1.5\nSupplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of\nmaterials and labour charges etc complete as per the direction of site Engineer-in-charge | | 1 | no |
|---|
| 31 | 1.3 | 18.54.1\nProviding and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long weighing not less than 88 gms | | 1 | each |
|---|
| 32 | 1.31 | 18.55.2\nProviding and fixing PTMT stop cock of approved quality and colour.20 mm nominal bore, 89 mm long,\nweighing not less than 88 gms | | 1 | each |
|---|
| 33 | 1.32 | 50.18.9.9.1\nProviding and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching,\nrefilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | | 20 | m |
|---|
| 34 | 1.33 | 50.18.7.3.1\nProviding 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 | m |
|---|
| 35 | 1.34 | 50.18.7.4.1\nProviding 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 10Kgf/cm2- Internal work - Exposed on wall | | 30 | m |
|---|
| 36 | 1.35 | 50.18.9.22.1\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia Elbow | | 5 | no |
|---|
| 37 | 1.36 | 50.18.9.22.4\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement- 110 mm dia Bend | | 5 | no |
|---|
| 38 | 1.37 | 18.32.1\nConstructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4\ncoarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in\ncement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal\nsize), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone\naggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)\n12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common\nburnt clay F.P.S (non modular) bricks of class designation 7.5 | | 2 | each |
|---|
| 39 | 1.38 | 18.48\nProviding 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 |
|---|
| 40 | 1.39 | od63513/2018_2019\nSupplying and fixing ready made RCC Septic tank of size 200cm x 60 cm and soak pit , including all cost\nof materials,labour and onveyance charges etc.complete. | | 1 | each |
|---|
| 41 | 2 | TOILET BLOCK 4.50 X3.75 | | | |
|---|
| 42 | 2.01 | 2.8.1\nEarth 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 | | 7.776 | cum |
|---|
| 43 | 2.02 | 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 | | 6.48 | cum |
|---|
| 44 | 2.03 | 2.25\nFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not\nexceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m\nand lift up to 1.5 m. | | 4.924 | cum |
|---|
| 45 | 2.04 | 4.1.8\nProviding 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) | | 2.222 | cum |
|---|
| 46 | 2.05 | 50.6.2.2\nSolid 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 | | 8.456 | cum |
|---|
| 47 | 2.06 | 5.3\nReinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,\nbalconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor\nfive level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :\n1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | | 0.43 | cum |
|---|
| 48 | 2.07 | 5.9.5\nCentering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,\ngirders bressumers and cantilevers | | 4.451 | m2 |
|---|
| 49 | 2.08 | 5.22.6\nSteel 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 | | 50 | km |
|---|
| 50 | 2.09 | 5.47.1\nProviding 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\nsliding 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 |
|---|
| 51 | 2.1 | 9.20.1\nProviding and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core\nof block board construction with frame of I st class hard wood and well matched teak 3 ply veneering with\nvertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI\nmarked Stainless Steel butt hinges with necessary screws | | 1.891 | m2 |
|---|
| 52 | 2.11 | od51056/2018_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. complete. | | 4 | each |
|---|
| 53 | 2.12 | 9.48.2\nProviding 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 | | 15.188 | kg |
|---|
| 54 | 2.13 | 13.1.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 108.878 | m2 |
|---|
| 55 | 2.14 | 11.36\nProviding 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. | | 31.5 | m2 |
|---|
| 56 | 2.15 | 11.37\nProviding 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 | | 13.22 | m2 |
|---|
| 57 | 2.16 | od95730/2018_2019\nRidge 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. | | 5.15 | m |
|---|
| 58 | 2.17 | od95731/2018_2019\nRoofing 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 | | 33.75 | m2 |
|---|
| 59 | 2.18 | od95737/2018_2019\nSteel 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 | | 411.75 | kg |
|---|
| 60 | 2.19 | od95738/2018_2019\nSupplying 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 | | 10.3 | m |
|---|
| 61 | 2.2 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 108.878 | m2 |
|---|
| 62 | 2.21 | 13.61.1\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work | | 0.507 | m2 |
|---|
| 63 | 2.22 | 13.52.1\nFinishing 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 | | 16.875 | m2 |
|---|
| 64 | 2.23 | 17.2.1\nProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat\nand lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled\ndevice (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and\nmaking good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid | | 3 | each |
|---|
| 65 | 2.24 | 50.17.1.4\nSupplying and fixing CP Health faucet good quality including cost of materials and labour charges etc.\ncomplete as per the direction of site engineer-in-charge | | 3 | no |
|---|
| 66 | 2.25 | 17.7.2\nProviding 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\nwherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass\npillar tap | | 3 | each |
|---|
| 67 | 2.26 | 18.56.2\nProviding and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long\nfoam flow, weighing not less than 120 gms | | 5 | each |
|---|
| 68 | 2.27 | 50.18.7.3.1\nProviding 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 | | 6 | m |
|---|
| 69 | 2.28 | 50.18.9.14.1\nProviding 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 | m |
|---|
| 70 | 2.29 | 50.18.9.17.1\nProviding and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes 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 | | 8 | m |
|---|
| 71 | 2.3 | 50.18.9.19.1\nProviding 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 | | 8 | m |
|---|
| 72 | 2.31 | 50.18.9.20.7\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 63 mm dia vent cowl | | 3 | no |
|---|
| 73 | 2.32 | 50.18.9.22.4\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement- 110 mm dia Bend | | 4 | no |
|---|
| 74 | 2.33 | 50.18.9.22.1\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia Elbow | | 2 | no |
|---|
| 75 | 2.34 | 50.18.9.22.2\nProviding and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110 mm dia 45 degree Elbow | | 2 | no |
|---|
| 76 | 2.35 | 50.18.9.22.3\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement-110 mm dia Door Elbow | | 4 | no |
|---|
| 77 | 2.36 | 50.18.9.22.5\nProviding and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC\nsolvent cement 110x110x110 mm dia Tee | | 3 | no |
|---|
| 78 | 2.37 | od95740/2018_2019\nProviding 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 | | 4 | each |
|---|
| 79 | 2.38 | od63513/2018_2019\nSupplying and fixing ready made RCC Septic tank of size 200cm x 60 cm and soak pit , including all cost\nof materials,labour and onveyance charges etc.complete | | 1 | each |
|---|
| 80 | 2.39 | ELECTRICAL | | | |
|---|
| 81 | 2.4 | Lump-Sum Total | | 1 | n |
|---|
| 82 | 3 | DEMOLITION OF EXISTING BUILDING | | | |
|---|
| 83 | 3.01 | 15.2.1\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50\nmetres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent\ndesign mix) | | 2.487 | cum |
|---|
| 84 | 3.02 | 15.3\nDemolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal\nof unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | | 8.102 | cum |
|---|
| 85 | 3.03 | 15.5\nExtra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment\nshall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge | | 73.734 | m2 |
|---|
| 86 | 3.04 | 15.7.4\nDemolishing brick work manually / by mechanical means including stacking of serviceable material and\ndisposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In\ncement mortar | | 18.744 | cum |
|---|
| 87 | 3.05 | 15.9.2\nDemolishing stone rubble masonry manually / by mechanical means including stacking of serviceable\nmaterial and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-\nCharges:In cement mortar | | 21.179 | cum |
|---|
| 88 | 3.06 | 15.12.1\nDismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats,\narchitrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | | 7 | each |
|---|
| 89 | 3.07 | 15.60\nDisposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical\nmeans, including loading, transporting, unloading to approved municipal dumping ground or as approved\nby Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | | 50.512 | cum |
|---|
| 90 | 3.08 | od109742/2018_2019\nEngaging labour for dismantling,cleaning and disposal of debris etc complete | | 20 | each |
|---|
| 91 | 4 | DEMOLITION OF EXISTING WATER TANK | | | |
|---|
| 92 | 4.01 | 15.2.1\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50\nmetres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent\ndesign mix) | | 12.215 | cum |
|---|
| 93 | 4.02 | 15.3\nDemolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal\nof unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge | | 17.664 | cum |
|---|
| 94 | 4.03 | 15.5\nExtra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment\nshall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge | | 88.32 | m2 |
|---|
| 95 | 4.04 | 15.7.4\nDemolishing brick work manually / by mechanical means including stacking of serviceable material and\ndisposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In\ncement mortar | | 39.179 | cum |
|---|
| 96 | 4.05 | 15.56\nDismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal\nof rubbish to the dumping ground within 50 metres lead | | 187.485 | m2 |
|---|
| 97 | 4.06 | 15.60\nDisposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical\nmeans, including loading, transporting, unloading to approved municipal dumping ground or as approved\nby Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | | 69.058 | cum |
|---|
| 98 | 4.07 | od109742/2018_2019\nEngaging labour for dismantling,cleaning and disposal of debris etc complete. | | 15 | each |
|---|
| 99 | 5 | PROPOSED WORKSHED | | | |
|---|
| 100 | 5.01 | 2.8.1\nEarth 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 soi | | 25.088 | cum |
|---|
| 101 | 5.02 | 50.2.25.1\nFilling 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 | | 69.642 | cum |
|---|
| 102 | 5.03 | 4.1.8\nProviding 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) | | 2.688 | cum |
|---|
| 103 | 5.04 | 5.1.3\nProviding 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) | | 2.835 | cum |
|---|
| 104 | 5.05 | 5.22.6\nSteel 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 | | 283.5 | kg |
|---|
| 105 | 5.06 | 50.6.2.1\nSolid 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 | | 29.125 | cum |
|---|
| 106 | 5.07 | 50.6.2.2\nSolid 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 | | 14.641 | cum |
|---|
| 107 | 5.08 | 13.1.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 186.862 | m2 |
|---|
| 108 | 5.09 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 183.802 | m2 |
|---|
| 109 | 5.1 | 13.60.1\nWall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two\nor more coats on new work | | 183.802 | m2 |
|---|
| 110 | 5.11 | 11.3.1\nCement 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 | | 154.76 | m2 |
|---|
| 111 | 5.12 | 9.48.2\nProviding 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 | | 1272 | kg |
|---|
| 112 | 5.13 | 13.61.1\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work | | 60.921 | m2 |
|---|
| 113 | 5.14 | 10.16.2\nSteel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete.Hot finished seamless type tubes | | 2573.86 | kg |
|---|
| 114 | 5.15 | 12.50\nProviding and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as\napproved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams\nper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and\npolyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to\navoid scratches during transportation and should be supplied in single length upto 12 metre or as desired\nby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm)\nwith EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of\npurlins, rafters and trusses and including cutting to size and shape wherever required | | 214.488 | m2 |
|---|
| 115 | 5.16 | 12.51.1\nProviding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total\ncoated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc\ncoating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both\nside of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws\ncomplete:Ridges plain (500-600 mm) | | 16.2 | m2 |
|---|
| 116 | 5.17 | od109750/2018_2019\nSupplying 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 | m |
|---|
| 117 | 5.18 | 13.52.1\nFinishing 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 | | 107.244 | m2 |
|---|
| 118 | 5.19 | ELECTRICAL | | | |
|---|
| 119 | 5.2 | Lump-Sum Total | | 1 | n |
|---|
| 120 | 6 | DEMOLISHING OFFICE BUILDING | | | |
|---|
| 121 | 6.01 | 15.2.2\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including\nequivalent design mix) | | 9.18 | cum |
|---|
| 122 | 6.02 | 15.3\nDemolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal\nof unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | | 17.023 | cum |
|---|
| 123 | 6.03 | 15.5\nExtra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment\nshall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge. | | 151.89 | m2 |
|---|
| 124 | 6.04 | 15.6\nExtra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work. | | 30 | kg |
|---|
| 125 | 6.05 | 15.7.4\nDemolishing brick work manually / by mechanical means including stacking of serviceable material and\ndisposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In\ncement mortar | | 53.26 | cum |
|---|
| 126 | 6.06 | 15.12.1\nDismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats,\narchitrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | | 17 | each |
|---|
| 127 | 6.07 | 15.60\nDisposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical\nmeans, including loading, transporting, unloading to approved municipal dumping ground or as approved\nby Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | | 50 | cum |
|---|
| 128 | 6.08 | 14.82\nDismantling W.C. Pan of all sizes including disposal of dismantled materialsi/c malba all complete as per\ndirections of Engineer-in-Charge | | 9 | no |
|---|
| 129 | 6.09 | 15.9.2\nDemolishing stone rubble masonry manually / by mechanical means including stacking of serviceable\nmaterial and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-\nCharges:In cement mortar | | 28.801 | cum |
|---|
| 130 | 6.1 | od95582/2018_2019\nEngaging labour for cleaning site and disposal of debris etc complete. | | 25 | each |
|---|
| 131 | 6.11 | ELECTRICAL | | | |
|---|
| 132 | 6.12 | Lump-Sum Total | | 1 | n |
|---|
