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| 1 | SIGNAGE |
| 2 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | 16.60.1Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminimum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - lll of ASTM-D-4956-01 as approved by Engineer-in-Charge, letters, borders etc. as per IRC: 67-2001 in silver white with blue colour back ground and with high intensitygrade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class ll of ASTM -D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminimum alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures,including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminimum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the Engineer-in-Charges. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheetonly shall be measured for payment ).Overhead informatory road signage |
| 4 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources)Net Total 0.557cum |
| 5 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 6 | ENTRANCE GATE |
| 7 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 8 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 9 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 12 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 13 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 14 | 13.1.212 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).Plastering |
| 15 | OD282345/2025-2026Providing and fixing stainless steel (Grade 304) gate made of Hollow tubes, channels,plates etc., including welding, grinding, buffing, polishing and making curvature(wherever required) and fitting the same with necessary stainless steel nuts and boltscomplete, i/c fixing the with necessary accessories & stainless steel dashfasteners, stainless steel bolts etc as per approval of Engineer-in-charge, (for paymentpurpose only weight of stainless steel members shall be considered excluding fixingaccessories such as nuts, bolts, fasteners,wpc members etc.) |
| 16 | OD273282/2025-2026Supplying and fixing of Name board showing the name of destination. The nameboard shall be made in multi woodwith size 6cm x 75 cm.The board shall be desired colour and as directed by Engineerin charge |
| 17 | SNACK BAR |
| 18 | 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared |
| 19 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 20 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 21 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 22 | 5.3Reinforced cement concrete work in beams, suspended floors, roofs, having slope upto 15° 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 (ZoneIII) derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 23 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or moreNet Total 431.400kilogr |
| 24 | 5.22A.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete above plinth level.Thermo - MechanicallyTreated bars of grade Fe-500D or more |
| 25 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 26 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 27 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 28 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 29 | 50.6.2.1 Solid 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 andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 30 | 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 31 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 32 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 33 | 11.49.2Providing and laying Vitrified tiles in floor with different sizes (thickness to bespecified by the manufacturer), with water absorption less than 0.08% andconforming to IS : 15622, of approved brand & manufacturer, in all colours andshade, laid with cement based high polymer modified quick set tile adhesive (waterbased) conforming to IS : 15477, in average 6 mm thickness, including grouting ofjoints (Payment for grouting of joints to be made separately).Size of Tiles 600x600mm |
| 34 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 35 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 36 | 17.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 37 | 17.10.1.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983with C.I. brackets and stainless steel plug 40 mm, including painting of fittings andbrackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm |
| 38 | 8.2.1.2Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded andprepolished, machine cut for kitchen platforms, vanity counters, window sills, faciasand similar locations, of required size, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated withwhite cement, mixed with matching pigment, epoxy touch ups, including rubbing,curing, moulding and polishing to edges to give high gloss finish etc. complete at alllevels.Area of slab over 0.50 sqm |
| 39 | 21.1.1.2Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners 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 jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating50 micron) |
| 40 | 21.1.2.3For shutters of doors, windows & ventilators including providing and fixinghinges / pivots and making provision for fixing of fittings wherever requiredincluding the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paidfor separately)Polyester powder coated aluminium (minimum thickness of polyesterpowder coating 50 micorn) |
| 41 | 21.3.2Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 5.50mm thickness (weight not less than 12.50 kg/sqm) |
| 42 | 17.28.1.1Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC.waste fittings complete.Semi rigid pipe32 mm dia |
| 43 | 17.70.1Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mmsingle piece moulded with height of 270 mm, effective length of tail pipe 260 mmfrom the center of the waste coupling, 77 mm breadth with 25 mm minimum waterseal, weighing not less than 260 gms |
| 44 | 18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS: 893115 mm nominal bore |
| 45 | 18.56.2Providing and fixing PTMT pillar cock of approved quality and colour.15 mmnominal bore, 125 mm long foam flow, weighing not less than 120 gms |
| 46 | 18.58.1.1Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia |
| 47 | 50.18.7.1.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 15 mmdia 10Kgf/cm2 - Internal work - Exposed on wall |
| 48 | 50.18.7.3.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer- in- Charge 25 mmdia 12 Kgf/cm2 - Internal work - Exposed on wall |
| 49 | 50.18.7.4.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 32 mmdia 10Kgf/cm2- Internal work - Exposed on wallNet Total 20.000metre @ |
| 50 | 50.18.8.8.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 |
| 51 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank |
| 52 | 23.1.1.1Boring / drilling bore well of required dia for casing / strainer pipe, by suitablemethod prescribed in IS: 2800 ( part I), including collecting samples from differentstrata, preparing and submitting strata chart/ bore log, including hire & runningcharges of all equipments, tools plants & machineries required for the job, allcomplete as per direction of Engineer - in- Charge, upto 90 metre depth below groundlevel.All types of soil300 mm dia |
| 53 | PATHWAY |
| 54 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 55 | 16.78.1Construction of granular sub- base by Providing close graded Material conforming tospecifications, mixing in a mechanical mix plant at OMC, Carriage of mixed materialby tippers to work site, for all leads & lifts, spreading in uniform layers ofspecified thickness with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete as per specificationsand directions of Engineer-in- Charge.With Material conforming to Grade - I ( sizerange 75 mm to 0.075 mm) having CBR Value- 30 |
| 56 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 57 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 58 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 59 | 13.1.212 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 60 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 61 | OD273332/2025-2026Flooring with Shaped rubble of size 30 X 30 cm and 75 mm thick in cement mortar of1:6 as directed by the site incharge |
| 62 | LANDSCAPING |
| 63 | 30.2.1Trenching in ordinary soil up to a depth of 60 cm including removal and stacking ofserviceable materials and then disposing of surplus soil, by spreading and neatlylevelling within a lead of 50 m and making up the trenched area to proper levels byfilling with earth or earth mixed with sludge or / and manure before and after floodingtrench with water (excluding cost of imported earth, sludge or manure). |
| 64 | 30.2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 65 | 30.2.3 Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. leadcomplete (sludge measured in stacks will be reduced by 8% for payment). |
| 66 | 30.2.4.1 Supplying and stacking at site dump manure from approved source, includingcarriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8%for payment) :Screened through sieve of I.S. designation 20 mm |
| 67 | 30.2.4.2 Screened through sieve of I.S. designation 16 mm Details of cost for one cum |
| 68 | 30.2.4.3 Screened through sieve of I.S. designation 4.75 mm |
| 69 | 30.2.10.1 Grassing with selection No. 1 grass including watering and maintenance of the lawnfor 60 days or more till the grass forms a thick lawn, free from weeds and fit formowing including supplying good earth, if needed (the grass and good earth shall bepaid for separately).In rows 5 cm apart in both directions |
| 70 | 30.2.10.2 Grassing with selection No. 1 grass including watering and maintenance of the lawnfor 60 days or more till the grass forms a thick lawn, free from weeds and fit formowing including supplying good earth, if needed (the grass and good earth shall bepaid for separately).With grass Turf |
| 71 | 30.2.5 Rough dressing the trenched ground including breaking clods |
| 72 | 30.2.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with waterincluding disposal of uprooted vegetation. |
| 73 | 30.2.7 Fine dressing of the ground |
| 74 | 30.2.8 Spreading of sludge, dump manure and/or good earth in required thickness as perdirection of officer-in-charge (cost of sludge, dump manure and/ or good earth to bepaid separately). |
| 75 | 30.2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 76 | SITTING BENCHES |
| 77 | OD273583/2025-2026Supplying and fixing stone garden sitting bench with 1.50 metre length ,450 mm clearHeight from ground level 450mm wide sitting ,450 mm wide back rest which is made of 75mm x75 mm . It is madeof stone legs. The hand restand back rest made of stone finish |
| 78 | LIGHTING SYSTEM |
| 79 | 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared. |
| 80 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 81 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 82 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 83 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 84 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 85 | WASTE BIN |
| 86 | OD275614/2025-2026Rabbit shape FRP Dust bin height 120cm |
| 87 | TOILET BLOCK |
| 88 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 89 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 90 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 91 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 92 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 93 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 94 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 95 | 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 tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 96 | 50.6.3.2Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) includingcost of scaffolding complete |
| 97 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 98 | 13.26Providing and applying plaster of paris putty of 2 mm thickness over plastered surfaceto prepare the surface even and smooth complete. |
| 99 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 100 | 21.1.1.2Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners 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 jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating50 micron) |
| 101 | 21.1.2.2For shutters of doors, windows & ventilators including providing and fixinghinges / pivots and making provision for fixing of fittings wherever requiredincluding the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paidfor separately)Powder coated aluminium (minimum thickness of powder coating 50micron) |
| 102 | 21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness (weight not less than 10kg/sqm) |
| 103 | 10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes |
| 104 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat,preparation of surface, etc. complete.On steel work |
| 105 | 9.121Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of crosssection90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of30 mm thickness. The laminated shall be moulded with fire resistant gradeunsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mmthick and shall be filled with suitable wooden block in all the three legs. The frameshall be covered with fiber glass from all sides. M.S. stay shall be provided at thebottom to steady the frame. |
| 106 | 9.122.1Providing and fixing to existing door frames.30 mm thick Glas Fibre ReinforcedPlastic (FRP) panelled door shutter of required colour and approved brand andmanufacture, made with fire - retardant grade unsaturated polyester resin, moulded to3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame andsuitable blocks of seasoned wood inside at required places for fixing of fittings, castmonolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856,including fixing to frames |
| 107 | 11.47.2Providing and laying Vitrified tiles in different sizes (thickness to be specified by themanufacturer), with water absorption less than 0.08% and conforming to IS : 15622,of approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (waterbased) conforming to IS : 15477, in average 6 mm thickness, including grouting ofjoints (Payment for grouting of joints to be made separately).Size of Tile 600x600mm |
| 108 | 19.32.1Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honeycomb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete asper standard design.With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 109 | 8.31Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. |
| 110 | 51.19.ST3 Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br> 3. 25 to below 35 flush capacity |
| 111 | 17.3.1Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P.flush bend with fittings & C.I. brackets, 40 mm flush bend, overflowarrangement with specials of standard make and mosquito proof coupling of approvedmunicipal design complete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :W.C. pan with ISI marked whitesolid plastic seat and lid |
| 112 | 50.17.1.5Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make )including cost of materials and labour charges etc complete as per the direction of siteEngineer-in-charge. |
| 113 | 17.7.2Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap |
| 114 | 18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS: 893115 mm nominal bore |
| 115 | 18.56.1Providing and fixing PTMT pillar cock of approved quality and colour.15 mmnominal bore, 107 mm long, weighing not less than 110 gms |
| 116 | 50.17.1.2Supplying and fixing CP Towel rod 45cm or nearest available length including cost ofmaterials and labour charges etc complete as per the direction of site Engineer-incharge. |
| 117 | 18.58.1.1Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia |
| 118 | 17.32.4Providing and fixing mirror of superior glass ( of approved quality) and of requiredshape and size with plastic moulded frame of approved make and shade with 6 mmthick hard board backing :Rectangular shape 1500x450 mm |
| 119 | 50.18.8.4.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 32 mm pipe10Kgf/cm2 |
| 120 | 50.18.9.19.1Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00m spacing . This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge 110 mm dia 6Kgf/cm2 - External work- Exposed on wall |
| 121 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 122 | CHURCH REPAIR WORKS |
| 123 | 15.14.1Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres spanand 5 metres height including stacking the material within 50 metres lead:Of sectionalarea 40 square centimetres and above |
| 124 | 15.12.1Dismantling doors, windows and clerestory windows (steel or wood ) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50metres lead:Of area 3 sq. metres and below |
| 125 | 9.5.1.1Providing and fixing panelled or panelled and glazed shutters for shutters for doors,windows and clerestory windows, including ISI marked M.S. pressed butt hingesbright finished of required size with necessery screws, excluding panelling which willbe paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters |
| 126 | 6.1.1Brick work with common burnt clay F.P.S (non modular) bricks of class designation7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 127 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 128 | 13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 129 | OD273698/2025-2026 Providing and fixing well seasoned and knot free first class teak wood frames fixed in position of false ceiling andflooring such as rafters, Purlins, ridge, wall plate, Collar, collar pin etc. complete at all levels as directed by the Engineer in Charge. Applying anti termite treatment after cleaning the exposed surface of wood. including cost and conveyance of all materials, labour for ornamental cutting, steps, bedding etc. wherever necessary, scaffoldingcharges etc complete. and as directed by Engineer- in-charge |
| 130 | PARKING AREA |
| 131 | 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared. |
| 132 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 133 | 16.79 Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 134 | 4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 135 | 16.68Providing and laying 60 mm thick factory made cement concrete interlocking paverblock of M - 30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour andpattern over and including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 136 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
