| 1 | 1 | EXISTING ROOM DEMOLISHING | | | |
|---|
| 2 | 1.01 | 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 | | 11.633 | cum |
|---|
| 3 | 1.02 | 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 | | 12.408 | cum |
|---|
| 4 | 1.03 | 15.31\nDismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material\nand disposal of unserviceable material within 50 metres lead. | | 31.538 | m2 |
|---|
| 5 | 1.04 | od65426/2018_2019\nEngaging labour for dismantling, cleaning, demolishing etc including all labour charge and disposal of\ndebris etc complete. | | 10 | each |
|---|
| 6 | 2 | SHED NO1 ( 13.00 MTR X 10.00 MTR) | | | |
|---|
| 7 | 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 | | 4.86 | cum |
|---|
| 8 | 2.02 | 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) | | 0.72 | cum |
|---|
| 9 | 2.03 | 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 | | 6.21 | cum |
|---|
| 10 | 2.04 | 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. | | 19.5 | cum |
|---|
| 11 | 2.05 | 16.68\nProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade\nmade by block making machine with strong vibratory compaction, of approved size, design & shape, laid\nin required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the\njoints with fine sand etc. all complete as per the direction of Engineer-in-charge. | | 130 | m2 |
|---|
| 12 | 2.06 | od73171/2018_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 | | 156 | m2 |
|---|
| 13 | 2.07 | od73318/2018_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. | | 14.2 | m |
|---|
| 14 | 2.08 | od72464/2018_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 | | 2340 | kg |
|---|
| 15 | 2.09 | 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 | | 78 | m2 |
|---|
| 16 | 2.1 | od62846/2018_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, | | 28.4 | m |
|---|
| 17 | 3 | SHED NO.II (12.00mtr x 7.50 mtr)TRUSS WORK (MAIN OFFICE BACKSIDE) | | | |
|---|
| 18 | 3.01 | 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 | | 4.05 | cum |
|---|
| 19 | 3.02 | 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) | | 0.54 | cum |
|---|
| 20 | 3.03 | 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 | | 5.265 | cum |
|---|
| 21 | 3.04 | 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. | | 90 | cum |
|---|
| 22 | 3.05 | 16.68\nProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade\nmade by block making machine with strong vibratory compaction, of approved size, design & shape, laid\nin required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the\njoints with fine sand etc. all complete as per the direction of Engineer-in-charge. | | 90 | m2 |
|---|
| 23 | 3.06 | od73171/2018_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 | | 108 | m2 |
|---|
| 24 | 3.07 | od73318/2018_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. | | 13.2 | m |
|---|
| 25 | 3.08 | od72464/2018_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 | | 1620 | kg |
|---|
| 26 | 3.09 | od62846/2018_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, | | 26.4 | m |
|---|
| 27 | 3.1 | 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 | | 54 | m2 |
|---|
| 28 | 4 | SHED NO.III(4.00MTR X 8.40MTR) TRUSS WORK ( LEFT SIDE) | | | |
|---|
| 29 | 4.01 | 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 | | 2.95 | cum |
|---|
| 30 | 4.02 | 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) | | 0.72 | cum |
|---|
| 31 | 4.03 | 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 | | 3.348 | cum |
|---|
| 32 | 4.04 | 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 | | 4.61 | cum |
|---|
| 33 | 4.05 | 13.1.2\n12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 51.204 | m2 |
|---|
| 34 | 4.06 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 51.204 | m2 |
|---|
| 35 | 4.07 | 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 | | 51.204 | m2 |
|---|
| 36 | 4.08 | 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 | | 806.401 | kg |
|---|
| 37 | 4.09 | 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 and lift up to 1.5 m. | | 5.04 | cum |
|---|
| 38 | 4.1 | 16.68\nProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade\nmade by block making machine with strong vibratory compaction, of approved size, design & shape, laid\nin required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the\njoints with fine sand etc. all complete as per the direction of Engineer-in-charge. | | 33.6 | m2 |
|---|
| 39 | 4.11 | od73318/2018_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. | | 9.6 | m |
|---|
| 40 | 4.12 | od73171/2018_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 | | 40.32 | m2 |
|---|
| 41 | 4.13 | od72464/2018_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 | | 604.8 | kg |
|---|
| 42 | 4.14 | od62846/2018_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, | | 19.2 | m |
|---|
| 43 | 4.15 | 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 | | 20.16 | m2 |
|---|
| 44 | 5 | WATER TANK - STEP (OUT SIDE & INSIDE) | | | |
|---|
| 45 | 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 soil | | 1.425 | cum |
|---|
| 46 | 5.02 | 50.6.2.1\nSolid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size 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 | | 0.675 | cum |
|---|
| 47 | 5.03 | 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 | | 3.375 | cum |
|---|
| 48 | 5.04 | 13.1.2\n12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 659.521 | m2 |
|---|
| 49 | 6 | TOILET BLOCK MAINTENANCE (4.60X5.76) | | | |
|---|
| 50 | 6.01 | od62958/2018_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. | | 7 | each |
|---|
| 51 | 6.02 | 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. | | 60.606 | m2 |
|---|
| 52 | 6.03 | 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. | | 11.42 | m2 |
|---|
| 53 | 6.04 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 93.408 | m2 |
|---|
| 54 | 6.05 | 14.53.1\nWall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One\nor more coats on old work | | 107.608 | m2 |
|---|
| 55 | 6.06 | 14.80.2\nProviding & fixing White vitreous china water closet squatting pan (Indian type)along with \"S\" or \"P\" trap\nincluding dismantling of old WC seat and \"S\" or \"P\"trap at site complete with all operations including all\nnecessary materials, labourand disposal of dismantled material i/c malba, all complete as per the\ndirectionof Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm | | 1 | each |
|---|
| 56 | 6.07 | 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\nand lid | | 2 | each |
|---|
| 57 | 6.08 | 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 | | 2 | no |
|---|
| 58 | 6.09 | 50.18.7.1.2\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 15 mm dia 10Kgf/cm2 - Internal work - Exposed on wall | | 25 | m |
|---|
| 59 | 6.1 | 50.18.9.9.2\nProviding and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching,\nrefilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 | | 25 | m |
|---|
| 60 | 6.11 | 50.18.9.14.2\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 6 Kgf/cm2 - External work - Exposed on wall | | 5 | m |
|---|
| 61 | 6.12 | 50.18.9.17.2\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 63 mm dia 4 Kgf/cm2- External work - exposed on wall | | 5 | m |
|---|
| 62 | 6.13 | 50.18.9.18.2\nProviding and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This\nincluded jointing of pipes with one step PVC solvent cement and testing of joints complete as per\ndirection of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall | | 5 | m |
|---|
| 63 | 6.14 | 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 |
|---|
| 64 | 6.15 | 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 | | 5 | no |
|---|
| 65 | 6.16 | 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 | | 5 | no |
|---|
| 66 | 6.17 | 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 |
|---|
| 67 | 6.18 | 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 | | 5 | no |
|---|
| 68 | 6.19 | 50.18.9.22.6\nProviding and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC\nsolvent cement - 110x110x110 mm dia Door tee | | 5 | no |
|---|
| 69 | 6.2 | 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 | | 1 | each |
|---|
| 70 | 6.21 | 18.51.1\nProviding and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and\nweighing not less than 690 gms.15 mm nominal bore | | 8 | each |
|---|
| 71 | 6.22 | 18.58.1.1\nProviding and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia | | 8 | each |
|---|
| 72 | 6.23 | 18.8.3\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold\nwater supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m\nspacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of\ncutting chases and making good the same including testing of joints complete as per direction of\nEngineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.25 mm\nnominal outer dia pipes | | 2 | m |
|---|
| 73 | 7 | FRONT OFFICE & REST ROOM MAINTENANCE (12.00X3.65) | | | |
|---|
| 74 | 7.01 | 15.28.2\nDismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50\nmetres lead of :Asbestos Sheet | | 52.56 | m2 |
|---|
| 75 | 7.02 | od65426/2018_2019\nEngaging labour for dismantling, cleaning, demolishing etc including all labour charge and disposal of\ndebris etc complete. | | 8 | each |
|---|
| 76 | 7.03 | 15.13.1\nTaking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50\nmetres lead:Of area 3 sq. metes and below | | 3 | each |
|---|
| 77 | 7.04 | 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 | | 13.232 | cum |
|---|
| 78 | 7.05 | 13.1.2\n12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 143.045 | m2 |
|---|
| 79 | 7.06 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 143.045 | m2 |
|---|
| 80 | 7.07 | 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 | | 143.045 | m2 |
|---|
| 81 | 7.08 | 13.62.1\nPainting with synthetic enamel paint of approved brand and manufacture of required colour to give an\neven shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of\napproved brand and manufacture . | | 26.28 | m2 |
|---|
| 82 | 7.09 | 9.147.5\nProviding and fixing factory made uPVC white colour casement/casement cumfixed glazed windows\ncomprising of uPVC multi-chambered frame, sash andmullion (where ever required) extruded profiles\nduly reinforced with 1.60 +/- 0.2mm thick galvanized mild steel section made from roll forming process of\nrequiredlength (shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate\ndimension, EPDM gasket, stainless steel (SS 304 grade) frictionhinges, zinc alloy (white powder coated)\ncasement handles, G.I fasteners 100 x 8mm size for fixing frame to finished wall, plastic packers, plastic\ncaps andnecessary stainless steel screws etc. Profile of frame & sash shall be mitred cutand fusion\nwelded at all corners, mullion (if required) shall be also fusion weldedincluding drilling of holes for fixing\nhardware's and drainage of water etc. Afterfixing frame the gap between frame and adjacent finished wall\nshall be filled withweather proof silicon sealant over backer rod of required size and of approvedquality,\nall complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes and\nsilicon sealant shall be paid separately)<br>Note: For uPVC frame, sash and mullion extruded profiles\nminus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement window\ndouble panels with S.S. friction hinges (350 x 19 x 1.9 mm)made of (big series)frame 67 x 60 mm & sash\n/ mullion 67 x 80 mm both havingwall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing\nbead ofappropriate dimension. (Area of window above 1.50 sqm). | | 8.776 | m2 |
|---|
| 83 | 7.1 | 9.143\nProviding and fixing factory made uPVC door frame, made of uPVC extruded section, of size 65 mm x 55\nmm with wall thickness 2.0 mm (? 0.2mm), corners of the door frame to be mitred cut and jointed with\nplastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile\nof Size 28 mm x 30 mm having wall thickness 2 mm ( ? 0.2 mm), including providing & fixing 3 nos of 125\nmm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of\nanchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-incharge. | | 6.2 | m2 |
|---|
| 84 | 7.11 | 9.144\nProviding and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow\nsection of size 100 mm x 37 mm with wall thickness 2 mm ( ± 0.2 mm), with inbuilt bead on one side,\nstyles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x\n220 mm at each corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner\nand stainless steel screws, reinforcing the hinge side of style by inserting corner and stainless steel\nscrews, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall\nthickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (± 02. mm) will be\nfixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and\ninserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per\nmanufacturer's specification and direction of Engineer -in- charge. | | 2.1 | m2 |
|---|
| 85 | 7.12 | od73318/2018_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. | | 13.85 | m |
|---|
| 86 | 7.13 | od73171/2018_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 | | 52.56 | m2 |
|---|
| 87 | 7.14 | od72464/2018_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 | | 657 | kg |
|---|
| 88 | 7.15 | od62846/2018_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 | | 27.7 | m |
|---|
| 89 | 7.16 | 50.12.4.1\nProviding and fixing false ceiling with 7.5 mm thick PVC plain panel board ceiling of approved quality in\naluminium frame work with necessary screws etc complete (aluminium frame work shall be paid\nseparately) | | 14.6 | m2 |
|---|
| 90 | 7.17 | 21.5\nProviding and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron)\nconsisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling\nincluding aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium\nperimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the\nframe work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all\ncomplete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting\nhangers, ceiling cleats and expansion hold fasteners to be paid for separately ). | | 43.8 | kg |
|---|
| 91 | 8 | NEW TRUSS - EXTENSION FRONT SIDE (6.00MTR X 3.00MTR) | | | |
|---|
| 92 | 8.01 | 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 | | 2.16 | cum |
|---|
| 93 | 8.02 | 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) | | 0.54 | cum |
|---|
| 94 | 8.03 | 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 | | 2.43 | cum |
|---|
| 95 | 8.04 | 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 | | 3.026 | cum |
|---|
| 96 | 8.05 | 13.1.2\n12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | | 18.722 | m2 |
|---|
| 97 | 8.06 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 18.722 | m2 |
|---|
| 98 | 8.07 | 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. | | 1.8 | cum |
|---|
| 99 | 8.08 | 16.68\nProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade\nmade by block making machine with strong vibratory compaction, of approved size, design & shape, laid\nin required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the\njoints with fine sand etc. all complete as per the direction of Engineer-in-charge. | | 18 | cum |
|---|
| 100 | 8.09 | od73318/2018_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 | | 7.2 | m2 |
|---|
| 101 | 8.1 | od73171/2018_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 | | 21.6 | m2 |
|---|
| 102 | 8.11 | od72464/2018_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 | | 270 | kg |
|---|
| 103 | 8.12 | 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 | | 10.8 | m2 |
|---|
| 104 | 8.13 | od62846/2018_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, | | 14.4 | m |
|---|
| 105 | 9 | ELECTRICAL | | | |
|---|
| 106 | 9.01 | Lump-Sum Total | | 1 | no |
|---|
| 107 | 10 | RENOVATION WORK | | | |
|---|
| 108 | 10.01 | 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 | | 11.388 | cum |
|---|
| 109 | 10.02 | 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. | | 25.831 | cum |
|---|
| 110 | 10.03 | 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) | | 1.221 | cum |
|---|
| 111 | 10.04 | 50.6.2.1\nSolid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size 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 | | 13.074 | cum |
|---|
| 112 | 10.05 | 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 | | 4.648 | cum |
|---|
| 113 | 10.06 | 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 | | 509.8 | kg |
|---|
| 114 | 10.07 | 13.1.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | | 61.586 | m2 |
|---|
| 115 | 10.08 | 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 | | 57.401 | m2 |
|---|
| 116 | 10.09 | 14.1.1\nRepairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including\ncutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls\ncomplete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar\n1:4 ( 1 cement : fine sand) | | 10 | m2 |
|---|
| 117 | 10.1 | 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 | | 5.625 | m2 |
|---|
| 118 | 10.11 | 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. | | 24.991 | m2 |
|---|
| 119 | 10.12 | od94903/2018_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 | | 967.457 | kg |
|---|
| 120 | 10.13 | od94904/2018_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 | | 64.499 | m2 |
|---|
| 121 | 10.14 | od94905/2018_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, | | 19.35 | m |
|---|
| 122 | 10.15 | 11.41.2\nProviding and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)\nwith water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and\nshades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints\nwith white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | | 23.94 | m2 |
|---|
| 123 | 10.16 | 10.5.1\nProviding and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.\ngusset 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 | | 1.891 | m2 |
|---|
| 124 | 10.17 | 13.43.1\nApplying one coat of water thinnable cement primer of approved brand and manufacture on wall\nsurface:Water thinnable cement primer | | 194.528 | m2 |
|---|
| 125 | 10.18 | 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 | | 32.25 | m2 |
|---|
| 126 | 10.19 | 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 | | 194.528 | m2 |
|---|
| 127 | 10.2 | 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 | | 24.74 | m2 |
|---|
| 128 | 10.21 | od51732/2018_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. | | 2 | each |
|---|
| 129 | 10.22 | 15.28.1\nDismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50\nmetres lead of :G.S. Sheet | | 17.2 | m2 |
|---|
| 130 | 10.23 | 15.14.1\nDismantling 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 | | 0.777 | cum |
|---|
| 131 | 10.24 | 15.31\nDismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material\nand disposal of unserviceable material within 50 metres lead | | 41.73 | m2 |
|---|
| 132 | 10.25 | 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 | | 1 | each |
|---|
| 133 | 10.26 | od95698/2018_2019\nEngaging labour for dismantling ,cleaning and disposal of debris etc complete. | | 15 | each |
|---|
| 134 | 11 | DEMOLISHING EXISTING BUILDING | | | |
|---|
| 135 | 11.01 | 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 | | 4.772 | cum |
|---|
| 136 | 11.02 | 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 | | 8.324 | cum |
|---|
| 137 | 11.03 | 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 | | 5 | each |
|---|
| 138 | 11.04 | 15.2.2\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50\nmetres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including\nequivalent design mix) | | 58.307 | cum |
|---|
| 139 | 11.05 | 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. | | 9.66 | cum |
|---|
| 140 | 11.06 | 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. | | 87.585 | m2 |
|---|
| 141 | 11.07 | 15.17.2\nDismantling steel work in single sections including dismembering and stacking within 50 metes lead\nin:Channels, angles, tees and flats | | 2509.56 | kg |
|---|
| 142 | 11.08 | 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 | | 17.984 | cum |
|---|
| 143 | 11.09 | 15.28.1\nDismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50\nmetres lead of :G.S. Sheet | | 104.904 | m2 |
|---|
| 144 | 11.1 | od95698/2018_2019\nEngaging labour for dismantling ,cleaning and disposal of debris etc complete. | | 25 | each |
|---|
| 145 | 12 | ELECTRIFICATION | | | |
|---|
| 146 | 12.01 | Lump-Sum Total | | 1 | no |
|---|
