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| Sl. No. | Item Description |
| 1 | Gateway Structure |
| 2 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 3 | 2.33.1Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunks and branches, removing the roots and stacking of serviceablematerial and disposal of unserviceable material.Beyound 30 cm girth up to andincluding 60 cm girth |
| 4 | 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 |
| 5 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 6 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 7 | 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) |
| 8 | 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) |
| 9 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 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 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 12 | 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). |
| 13 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 14 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 15 | 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 16 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 17 | 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 |
| 18 | 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 |
| 19 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 20 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 21 | 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 |
| 22 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 23 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost ofmaterials, labour charges etc complete |
| 24 | OD63867/2026-2027Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thickplaster finished with a floating coat of neat cement mixed with water proofingmaterial of approved make @ 2kg/m2 of mix floated hard and troweled smoothincluding all labour, material, conveyance charges etc complete. |
| 25 | 13.80Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 26 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 27 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 28 | OD27609/2025-2026Laterite tile work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1cement : 3 coarse sand) including Tile fixing chemical adhesive etc to complete as perthe direction of engineer in charge (OD Derived from 8.9.1.2) |
| 29 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 30 | 9.147D.1Providing and fixing factory made uPVC white colour sliding glazed window upto1.50 m in height dimension comprising of uPVC multi-chambered frame with in-builtroller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), appropriate dimension of uPVC extrudedglazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy(white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixingframe to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holesfor fixing hardware's and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealentover backer rod of required size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes, wire meshand silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimensioni.e. in depth & width of profile shall be acceptable.Two track two panels slidingwindow made of (small series) frame 52 x 44 mm & sash 32 x 60 mm bothhaving wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriatedimension. (Area of window upto 1.75 sqm) |
| 31 | 9.147C.1Providing and fixing factory made uPVC white colour casement/ Casement cumfixed glazed door comprising of uPVC multi-chambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hingesand one handle on each side of panels along with zinc plated mild steel multipoint locking having transmission gear, cylinder with keeps and one side key,G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessarystainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusionwelded at all corners, mullion (if required) shall be also fusion welded includingdrilling of holes for fixing hardware's and drainage of water etc. After fixingframe the gap between frame and adjacent finished wall shall be filled withweather proof silicon sealent over backer rod of required size and of approvedquality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement door with3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing beadof appropriate dimension. (Area of door upto 2.00 sqm). |
| 32 | 9.158.1Providing and fixing in wall lining medium density fibre board IS: 14587: 1998marked, Pre-laminated one side decorative lamination and other side balancinglamination, with necessary fixing arrangement and screws etc. complete.12 mm thick. |
| 33 | OD64344/2026-2027Providing and laying 8 mm tk SAINT GOBIAN SHINGLES over the 12 mm tk fibrecementboard etc to complete as per the direction of engineer in charge. (Cost of FibreCement BoardWill be Paid Seperately) |
| 34 | 50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 35 | 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 |
| 36 | 8.2.2.1Providing 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.Granite of any colour and shadeArea of slab upto 0.50 sqm |
| 37 | 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 38 | 11.46.2Providing and laying Vitrified tiles indifferent sizes (thickness to be specified bymanufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,of approved make, in all colours & shade, in skirting, riser of steps, over 12 mmthick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting thejoint with white cement & matching pigments etc. complete.Size of Tile600x600 mm |
| 39 | 11.48.2Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy groutmix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kgof resin per kg). including filling /grouting and finishing complete as per direction ofEngineer-in-charge.Size of Tile 600x600 mm |
| 40 | Toilet block |
| 41 | 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 42 | 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 |
| 43 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 44 | 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) |
| 45 | 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) |
| 46 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 47 | 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) |
| 48 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 49 | 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). |
| 50 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 51 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 52 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 53 | 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 |
| 54 | 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 |
| 55 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 56 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 57 | 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 |
| 58 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 59 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost ofmaterials, labour charges etc complete |
| 60 | OD67061/2026-2027Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thickplaster finished with a floating coat of neat cement mixed with water proofingmaterial of approved make @ 2kg/m2 of mix floated hard and troweled smoothincluding all labour, material, conveyance charges etc complete. |
| 61 | 13.80Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 62 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 63 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 64 | OD65076/2026-2027Laterite tile work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1cement : 3 coarse sand) and including Tile fixing chemical adhesive etc to completeas per the direction of engineer in charge (OD Derived from 8.9.1.2) |
| 65 | 5.12 Providing, hoisting and fixing up to floor level precast reinforced cement concretework in string courses, bands, copings, bed plates, anchor blocks, plain window sillsand the like, including the cost of required centering, shuttering but excluding cost ofreinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stoneaggregate 20 mm nominal size) |
| 66 | 22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroometc., by applying cement slurry mixed with water proofing cement compoundconsisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed withwater proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to aircure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed withwater proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to aircure for 4 hours followed with water curing for 48 hours. The rate includespreparation of surface, treatment and sealing of all joints, corners, junctions of pipesand masonry with polymer mixed slurry. |
| 67 | 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 68 | OD65830/2026-2027Providing and laying Vitrified wall tiles over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/ sqm including Tile fixingchemical adhesive etc to complete as per the direction of engineer in charge (ODDerived from 8.9.1.2) |
| 69 | 11.48.2Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy groutmix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kgof resin per kg). including filling /grouting and finishing complete as per direction ofEngineer-in-charge.Size of Tile 600x600 mm |
| 70 | 9.147C.1Providing and fixing factory made uPVC white colour casement/ Casement cumfixed glazed door comprising of uPVC multi-chambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hingesand one handle on each side of panels along with zinc plated mild steel multipoint locking having transmission gear, cylinder with keeps and one side key,G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusionwelded at all corners, mullion (if required) shall be also fusion welded includingdrilling of holes for fixing hardware's and drainage of water etc. After fixingframe the gap between frame and adjacent finished wall shall be filled withweather proof silicon sealent over backer rod of required size and of approvedquality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement door with3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing beadof appropriate dimension. (Area of door upto 2.00 sqm). |
| 71 | 9.141Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5mm (±0.2mm), made out of single piece extruded PVC profile, with mitredcut joints and with 2 nos of PVC bracket of size 190 mm x 100 mm long arms ofcross section size 35 x 15 mm & self driven self taping screws, the vertical doorprofiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, includingproviding EPDM rubber gasket weather seal throughout the frame, including jointing5 mm PVC frame strip with PVC solvent cement on the back of the profile. The doorframe to be fixed to the wall using 8x100 mm long anchor fasteners complete, all asper manufacturer's specification and direction of Engineer-in--charge. |
| 72 | 9.118.1Providing and fixing to existing door frames24 mm thick factory made PVC doorshutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles andrails mitred and joint at the corners by means of M.S. galvanised/plastic brackets ofsize 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1mm (± 0.1 mm) wall thickness. The lock rail made up of 'H'section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm)wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S.'U' cleats. The shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm(± 0.1 mm) wall thickness. The panels filled vertically and tie bar at twoplaces by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification and direction ofEngineer-in-charge( For W.C. and bathroom door shutter). |
| 73 | 9.147B.1Providing and fixing factory made uPVC white colour fixed glazed windows/Fixedwindow / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.) |
| 74 | 21.3.1 Providing 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) |
| 75 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 76 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 77 | 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 |
| 78 | 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 |
| 79 | OD65858/2026-2027Providing & fixing on ceramic roof tile of 300x400 mm size and of approvedsize and as per approved pattern on steel frame work complete (steel frame work to bepaid separately) |
| 80 | OD65856/2026-2027Providing & laying on roof ceramic tile ridge of 300x400 mm size and ofapproved pattern on steel frame work complete (steel frame work to be paidseparately ). |
| 81 | Toilet Block- Plumbing |
| 82 | OD65873/2026-2027Providing 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 markedwhite solid plastic seat and lid (OD MODIFIED FROM 17.3.1) Cat. No. S1013208One piece EWC, or Equivalent as suitable size conditions Make: Cera |
| 83 | OD65874/2026-2027OD Providing and fixing wash basin in size of 580 x 430 x 200 mm with halfpedestal height 560 mm with Fixing Accessories, including cutting and making goodthe walls wherever required (Make: Cera, Model: Cat. No. S2090101 or Equivalentas suitable size conditions) OD MODIFIED FROM 17.7.8 |
| 84 | 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. |
| 85 | 50.18.8.3.2Providing 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.Concealed work, including cutting chases and making good the wall etc. 25 mm pipe10kgf /cm2 |
| 86 | 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 |
| 87 | 50.18.8.8.2Providing and fixing PVC pipes, fittings, including fixing the pipe with clamps at1.00 m spacing. this includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per the direction of Engineer-in-Charge. Concealedwork, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2 |
| 88 | 50.18.8.9.1Providing 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 chased and making good the wall etc. 110 mm pipe 6kgf/cm2 |
| 89 | 50.18.9.8.1Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per directionof Engineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 90 | 50.18.9.10.1Providing and fixing PVC pipes includings jointing of pipes with one step pvc solventcement, trenching , refilling & testing of joints complete as per direction ofEngineer in Charge. 150 mm dia 6 Kgf/cm2 |
| 91 | 50.18.9.13.2Providing 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 25 mmdia 10 Kgf/cm2- External work - Exposed on wall |
| 92 | 50.18.9.15.2Providing 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 40 mmdia 6 Kgf/cm2 - External work - Exposed on wall |
| 93 | 50.18.9.18.2Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 mspacing. This included jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 External work - Exposed on wall |
| 94 | 50.18.9.19.2Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 mspacing. This includes jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 External work - Exposed on wall |
| 95 | 50.18.9.21Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 75 mm dia Elbow |
| 96 | 50.18.9.21.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 75 mm dia Bend |
| 97 | 50.18.9.21.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement -75x75x75 mm dia Tee |
| 98 | 50.18.9.22.1Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Elbow |
| 99 | 50.18.9.22.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement- 110 mm dia Bend |
| 100 | 50.18.9.22.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipesincluding jointing with PVC solvent cement 110x110x110 mm dia Tee |
| 101 | 50.18.9.22.8Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes,including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 102 | 50.18.78Making chases up to 12.5x12.5 cm in walls including making good and finishing withmatching surface after housing pipe etc. |
| 103 | 18.15.2Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 104 | 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 |
| 105 | 18.55.3Providing and fixing PTMT stop cock of approved quality and colour.Concealed stopcock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms |
| 106 | 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 |
| 107 | 18.58.1.1Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia |
| 108 | 17.23Providing and fixing white vitreous china flat back or wall corner type lipped fronturinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 109 | 8.10.2Providing and fixing stone slab with table rubbed, edges rounded and polished, of size75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase ofappropriate width with chase cutter and embedding the stone in the chase with epoxygrout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 6 mm nominal size) as per direction of Engineer-in Charge and finishedsmooth.Granite Stone of approved shade |
| 110 | 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. |
| 111 | 18.32.1Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design:With common burnt clay F.P.S (non modular) bricksof class designation 7.5 |
| 112 | 18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming toIS standards and weighing not less than 690 gms.15 mm nominal bore |
| 113 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 114 | OD65944/2026-2027Modified 18.33.1 Constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement:4 coarse sand) for sluice valve, with C.I. surface box100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) withchained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10( 1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design:With commonburnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 115 | OD65945/2026-2027Supplying and fixing GFRP Manhole Cover with out frame for manholes: Size ofCover (600x600xmm) |
| 116 | 51.19.ST4Supplying 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 ofengineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparationof bed shall be paid separately)<br> 4. 35 to 50 flush capacity |
| 117 | OD67586/2026-2027Supplying and fixing PVC Floor Trap 100mmx75mm size without Jali includingcutting open, boring through RCC slabs and making good the damages. |
| 118 | Food Kisok |
| 119 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 120 | 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 |
| 121 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 122 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 123 | 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) |
| 124 | 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) |
| 125 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 126 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 127 | 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) |
| 128 | 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). |
| 129 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 130 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 131 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 132 | 5.12Providing, hoisting and fixing up to floor level precast reinforced cement concretework in string courses, bands, copings, bed plates, anchor blocks, plain window sillsand the like, including the cost of required centering, shuttering but excluding cost ofreinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stoneaggregate 20 mm nominal size) |
| 133 | 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 |
| 134 | 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 |
| 135 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 136 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 137 | 50.6.2.2Solid 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 |
| 138 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 139 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost ofmaterials, labour charges etc complete |
| 140 | OD67063/2026-2027Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thickplaster finished with a floating coat of neat cement mixed with water proofingcompound of approved make @ 2kg/m2 of mix floated hard and troweled smoothincluding all labour, material, conveyance charges etc complete. |
| 141 | 13.80Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 142 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 143 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 144 | OD65164/2026-2027Laterite tile work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1cement : 3 coarse sand) and including Tile fixing chemical adhesive etc to completeas per the direction of engineer in charge (OD Derived from 8.9.1.2) |
| 145 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 146 | 9.147D.5 Providing and fixing factory made uPVC white colour sliding glazed window upto1.50 m in height dimension comprising of uPVC multi-chambered frame with in-builtroller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), appropriate dimension of uPVC extrudedglazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy(white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixingframe to finished wall and necessary stainless steel screws etc. Profile of frame &sash shall be mitred cut and fusion welded at all corners, including drilling of holesfor fixing hardware's and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealentover backer rod of required size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes, wire meshand silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimensioni.e. in depth & width of profile shall be acceptable.Three track three panels slidingwindow made of (big series) frame 116 x 45 mm & sash 46 x 62 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing beadof appropriate dimension. (Area of window above 1.75 sqm) |
| 147 | 9.147B.1Providing and fixing factory made uPVC white colour fixed glazed windows/Fixedwindow / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.) |
| 148 | 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) |
| 149 | 9.147C.1Providing and fixing factory made uPVC white colour casement/ Casement cumfixed glazed door comprising of uPVC multi-chambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hingesand one handle on each side of panels along with zinc plated mild steel multipoint locking having transmission gear, cylinder with keeps and one side key,G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessarystainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusionwelded at all corners, mullion (if required) shall be also fusion welded includingdrilling of holes for fixing hardware's and drainage of water etc. After fixingframe the gap between frame and adjacent finished wall shall be filled withweather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement door with3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing beadof appropriate dimension. (Area of door upto 2.00 sqm). |
| 150 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 151 | OD65954/2026-2027Providing & fixing on ceramic roof tile of 300x400 mm size and of approvedsize and as per approved pattern on steel frame work complete (steel frame work to bepaid separately) |
| 152 | OD65953/2026-2027Providing & laying on roof ceramic tile ridge of 300x400 mm size and ofapproved pattern on steel frame work complete (steel frame work to be paidseparately ). |
| 153 | 8.2.2.1Providing 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.Granite of any colour and shadeArea of slab upto 0.50 sqm |
| 154 | 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 155 | 11.46.2Providing and laying Vitrified tiles indifferent sizes (thickness to be specified bymanufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting thejoint with white cement & matching pigments etc. complete.Size of Tile600x600 mm |
| 156 | 11.48.2Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy groutmix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kgof resin per kg). including filling /grouting and finishing complete as per direction ofEngineer-in-charge.Size of Tile 600x600 mm |
| 157 | 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 |
| 158 | 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 |
| 159 | OD65958/2026-2027Providing and fixing 5 tap stainless steel Stainless Steel Hand Wash Wall mountedsink as per IS 13989 with CI brackets, stainless steel plug 40 mm and CP brass pillartaps and cutting, making good the walls whereever required etc to complete as perthe direction of engineer in charge. |
| 160 | 50.18.9.13.2Providing 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 25 mmdia 10 Kgf/cm2- External work - Exposed on wall |
| 161 | 50.18.9.18.2Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 mspacing. This included jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 External work - Exposed on wall |
| 162 | 50.18.9.8.1Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per directionof Engineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 163 | 18.32.1Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design:With common burnt clay F.P.S (non modular) bricksof class designation 7.5 |
| 164 | OD65963/2026-2027Supplying and fixing GFRP Manhole Cover with out frame for manholes: Size ofCover (300x300xmm) |
| 165 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 166 | 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 |
| 167 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 168 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 169 | 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 170 | 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) |
| 171 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 172 | 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) |
| 173 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 174 | 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). |
| 175 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 176 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 177 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 178 | 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 |
| 179 | 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 |
| 180 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 181 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 182 | 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 |
| 183 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 184 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost ofmaterials, labour charges etc complete |
| 185 | OD67064/2026-2027Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thickplaster finished with a floating coat of neat cement mixed with water proofingmaterial of approved make @ 2kg/m2 of mix floated hard and troweled smooth including all labour, material, conveyance charges etc complete. |
| 186 | 13.80Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 187 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 188 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 189 | OD65248/2026-2027Laterite tile work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1cement : 3 coarse sand) and including Tile fixing chemical adhesive etc to completeas per the direction of engineer in charge (OD Derived from 8.9.1.2) |
| 190 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 191 | 9.147D.5Providing and fixing factory made uPVC white colour sliding glazed window upto1.50 m in height dimension comprising of uPVC multi-chambered frame with in-builtroller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), appropriate dimension of uPVC extrudedglazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy(white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixingframe to finished wall and necessary stainless steel screws etc. Profile of frame &sash shall be mitred cut and fusion welded at all corners, including drilling of holesfor fixing hardware's and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealentover backer rod of required size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes, wire meshand silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimensioni.e. in depth & width of profile shall be acceptable.Three track three panels slidingwindow made of (big series) frame 116 x 45 mm & sash 46 x 62 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) |
| 192 | 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) |
| 193 | 9.147C.1Providing and fixing factory made uPVC white colour casement/ Casement cumfixed glazed door comprising of uPVC multi-chambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thickgalvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hingesand one handle on each side of panels along with zinc plated mild steel multipoint locking having transmission gear, cylinder with keeps and one side key,G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessarystainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusionwelded at all corners, mullion (if required) shall be also fusion welded includingdrilling of holes for fixing hardware's and drainage of water etc. After fixingframe the gap between frame and adjacent finished wall shall be filled withweather proof silicon sealent over backer rod of required size and of approvedquality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement door with3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm bothhaving wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing beadof appropriate dimension. (Area of door upto 2.00 sqm). |
| 194 | 9.147B.1Providing and fixing factory made uPVC white colour fixed glazed windows/Fixedwindow / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.) |
| 195 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 196 | OD65968/2026-2027Providing & fixing on ceramic roof tile of 300x400 mm size and of approved size and as per approved pattern on steel frame work complete (steel frame work to bepaid separately) |
| 197 | OD65967/2026-2027Providing & laying on roof ceramic tile ridge of 300x400 mm size and ofapproved pattern on steel frame work complete (steel frame work to be paidseparately ). |
| 198 | 8.2.2.1Providing 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.Granite of any colour and shadeArea of slab upto 0.50 sqm |
| 199 | 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 200 | 11.46.2Providing and laying Vitrified tiles indifferent sizes (thickness to be specified bymanufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,of approved make, in all colours & shade, in skirting, riser of steps, over 12 mmthick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting thejoint with white cement & matching pigments etc. complete.Size of Tile600x600 mm |
| 201 | 11.48.2Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy groutmix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kgof resin per kg). including filling /grouting and finishing complete as per direction ofEngineer-in-charge.Size of Tile 600x600 mm |
| 202 | 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 |
| 203 | 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 |
| 204 | Walkway |
| 205 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 206 | 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 |
| 207 | 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) |
| 208 | 16.69Providing and laying at or near ground level factory made kerb stone of M-25 gradecement concrete in position to the required line, level and curvature jointed withcement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with orwithout grooves ( thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge ( length of finished kerb edging shall be measured forpayment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge) |
| 209 | OD65977/2026-2027Providing and laying natural stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architecturaldrawings with 50 mm thick stone slab over 40 mm (average) thick base of 4mm sizecoarse sand and pointing with cement slurry admixed with pigment of matching shadeincluding rubbing , curing, polishing and carriage of stone (from main road to site)etc.all complete as specified and as directed by the Engineer-in-Charge. |
| 210 | OD65997/2026-2027Providing and fixing rough granite garden bench including the cost of fixing in position etc to complete as per the direction of engineer in charge (Size of Bench120cm x 45cm) |
| 211 | 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 |
| 212 | 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. |
| 213 | OD67774/2026-2027Supplying and filling in open areas with sand (OD derived from 2.27) |
| 214 | Electrical Works |
| 215 | 1.10.3Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVCconduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C |
| 216 | 1.14.1Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 217 | 1.14.2Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 218 | 1.14.3Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 219 | 1.14.8Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 220 | 1.17.3Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X1.5 sq.mm |
| 221 | 1.17.12Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x2.5 sq. mm |
| 222 | 1.21.1Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/ recess including cutting the wall and making good the same incase of recessed conduit as required.20 mm |
| 223 | 1.24.1Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. as required.5/6amps switch |
| 224 | 1.24.3Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. asrequired.15/16 amp switch |
| 225 | 1.24.4Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. asrequired.3 pin 5/6 amp socket outlet |
| 226 | 1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. as required.6pin 15/16 amp socket outlet |
| 227 | 1.25Supplying and fixing two module stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plate etc. asrequired. |
| 228 | 1.26Supplying and fixing modular blanking plate on the existing modular plate &switch box excluding modular plate as required. |
| 229 | 1.27.2Supplying and fixing following size/ modules, GI box alongwith modular base &cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) |
| 230 | 1.27.3Supplying and fixing following size/ modules, GI box alongwith modular base &cover plate for modular switches in recess etc as required.4 Module (125mmX75mm) |
| 231 | 1.27.4Supplying and fixing following size/ modules, GI box alongwith modular base &cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) |
| 232 | 1.33Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ woodenblock including connection etc as required. |
| 233 | 1.47Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavygauge including painting etc. as required. (Note: More than 5 cm length shall berounded to the nearest 10 cm and 5 cm or less shall be ignored) |
| 234 | 1.58Supplying and fixing PVC batten/ angle holder including connection etc. as required. |
| 235 | OD66810/2026-2027Supplying and fixing 9 W LED bulb in the existing Angle/ stright Holder |
| 236 | 90.3.19.3Supply conveyance, installation, testing and commissioning the light fittings offollowing types made from CRCA sheet 0.5mm thickness with all accessories andlamps directly on wall and giving connections with 16/0.20 mm 3 core PVC insulatedand sheathed round copper conductor flex wire or extending the original wiring andgiving connections as required1200 mm 1X20W LED Lamp with box type fixture |
| 237 | 90.4.1Supply and installation of suitable size MS rod type fan clamp in the RCC slab as perIS 732 as required. |
| 238 | 90.4.8Charges for cutting holes suitable for accommodating exhaust fans up to 305mmsweep including plastering colour washing etc. as required. |
| 239 | OD64648/2026-2027Supply, Conveyance, installation , testing and commissioning of 200 mm sweep Light Duty Exhaust fan in plastic body with self opening lowers in the existing opening, fixing necessary anchor bolts / bolt and nuts etc., as required including giving connections with the supplied wire along with the exhaust fan |
| 240 | 90.4.5.4Supply, Installation, testing and commissioning of ceiling fan of following sizesincluding wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mmFRLS PVC insulated, copper conductor, single core cable etc. as required.1200mm sweep - ceiling fan complete with service value minimum 4.0(cubmeter/minute/Watt), Air delivery minimum 210(cubic meter/minute), Copper windingsuitable for 230V/240V single phase AC supply |
| 241 | 2.3.2Supplying and fixing following way, single pole and neutral, sheet steel, MCBdistribution board, 240 volts, on surface/ recess, complete with tinned copperbus bar, neutral bus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator)8 way, Double door |
| 242 | 90.11.1.14Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - double cover TPN verticalDB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/TP MCB as outgoing (IP 42/43) |
| 243 | 2.10.1Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Single pole |
| 244 | 2.10.4Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Triple pole |
| 245 | 2.11Supplying and fixing single pole blanking plate in the existing MCB DB completeetc. as required |
| 246 | 2.13.1Supplying and fixing following rating, four pole, 415 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required.40amps |
| 247 | 2.15.2Supplying and fixing following rating, four pole, (three phase and neutral), 415volts, residual current circuit breaker (RCCB), having a sensitivity current 30milli Amperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.40 amps |
| 248 | 90.16.1.9Supply and drawing bare earthing conductors of the following sizes along withwiring/ cables and giving connection as required2.64 mm GI conductor (12 SWG) |
| 249 | 90.16.1.3Supply and drawing bare earthing conductors of the following sizes along withwiring/ cables and giving connection as required3.15 mm copper conductor ( 10SWG |
| 250 | 90.16.5.3 supply of superior quality copper earth socket for the following size of earthconductor including crimping etc. as required.3.15 mm (10 SWG) |
| 251 | 90.12.1.1Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in ground includingexcavation of trench of size 35 x 75 cm, refilling the trench etc. as required butexcluding sand cushioning and protective covering (in ordinary soil).2 core 4 sq mm |
| 252 | 90.12.5.38Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in the existing RCC/HUME / STONE WARE/ GI/ DWC pipe as required.4 core 4 sq mm |
| 253 | 90.12.7.38Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.4 core 4 sq mm with factory made clamp |
| 254 | 90.12.10.2Supply & laying of DWC pipe in ordinary soil 0.75m below ground levelincluding excavation50/38 mm or nearest size |
| 255 | 90.15.3.1Supply installation testing commissioning of Octogaonal Pole made of hot dipgalvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mmbase plate dimensions of 200x200x12mm suitable for wind speed as per IS 875 PartIII single arm bracket 0.5mt including connector foundation bolt 4 nos fixed inexisting RCC foundation and junctions box etc.complete 5 Meters |
| 256 | 90.15.4.2Supply Conveyance, installation, testing and commissioning of 36/40W LED streetlight output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chipmake Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internalsurge protection up to 8 KV,and Aluminium pressure die-cast Powder coatedhousing,acrylic cover complete with THD less than 10%, power factor greater than0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Drivercompartment should be seperatly accessible for maintenance (LM 79&80certificates from NABL accredited Third party lab to be produced mentioning chipmanufacturer) |
| 257 | OD66021/2026-2027 cost of IP66 rated inverted Pyramid Tripod type LED bollard lights of M/sCrompton (LBLSN-10-CDL or equivalent make |
| 258 | OD66060/2026-2027Supply, conveyance, installation, testing and commissioning of decorative pole of 2.4m height above ground level, fabricated from GI (Galvanized Iron) and finished withoutdoor-grade weather-resistant powder coating in approved colour. The pole shall becomplete with mounting arrangements and fitted with 60 W LED Post Top Luminaire(IP66 protection rating), including all necessary accessories, brackets, hardware, andconnections.The pole shall be of suitable diameter and thickness, provided with baseplate, anchor bolt holes, and hot-dip galvanized anchor bolts with nuts and washersfor secure installation. The work shall include alignment, fixing, testing, andcommissioning of the complete lighting unit as per specifications and directions ofthe Engineer-in-Charge.Note: Supply and laying of cable, cable termination, earthing,and all civil/foundation works shall be measured and paid for separately. |
| 259 | 5.3Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick includingaccessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke andsalt ) as required. |
| 260 | 90.16.2.5Supply and laying of the following sizes of B class GI pipe laid 0.6 m below ground level including excavating trench ofsuitable size and refilling etc, as required.50 mm dia. G.I. pipe (medium class) |
| 261 | 2.14.1Supplying and fixing following rating, double pole, (single phase and neutral),240volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milliamperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.25 amps |
| 262 | 2.12.1Supplying and fixing following rating, double pole, 240 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required.40amps |
| 263 | Waste Disposal unit |
| 264 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 265 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 266 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 267 | 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) |
| 268 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 269 | 7.2.1Random rubble masonry with hard stone in superstructure above plinth level and uptofloor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceilinglevel and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 270 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 271 | 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) |
| 272 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 273 | 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). |
| 274 | 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 |
| 275 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 276 | 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 |
| 277 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 278 | 13.80Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 279 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 280 | 13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 281 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 282 | 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 |
| 283 | 11.452 mm thick cement concrete flooring with concrete hardener topping, under layer 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume,hardening compound mixed @ 2 litre per 50 kg of cement or as permanufacturer's specifications. This includes cost of cement slurry, but excludingthe cost of nosing of steps etc. complete |
| 284 | 11.20.3Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,jointed with neat cement slurry mixed with pigment to match the shade of tiles,including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement |
| 285 | OD66062/2026-2027Providing & fixing on ceramic roof tile of 300x400 mm size and of approvedsize and as per approved pattern on steel frame work complete (steel frame work to bepaid separately) |
| 286 | OD66061/2026-2027Providing & laying on roof ceramic tile ridge of 300x400 mm size and ofapproved pattern on steel frame work complete (steel frame work to be paidseparately ). |
| 287 | Site Development Works |
| 288 | 15.9.2 Demolishing stone rubble masonry manually / by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 289 | 2.7.1Earth 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 290 | 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) |
| 291 | 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) |
| 292 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 293 | 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) |
| 294 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 295 | 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 |
| 296 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per directionof site Engineer-in-charge |
| 297 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 298 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 299 | 60.7.8DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble withoutconcrete levelling course using departmental rubble including packing to compactnessto lines and levels, labour charges etc. complete as per direction of Departmentalofficers at site |
| 300 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 301 | 7.2.1Random rubble masonry with hard stone in superstructure above plinth level and uptofloor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceilinglevel and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 302 | 100.98.1008Engaging Coolie. |
| 303 | Kids Playing Equipment |
| 304 | OD65819/2026-2027Providing and fixing of play equipment Merry go round 6 seats Model premiumquality with GI main pipes and powder coating finish and LLDPE plastic withantiskid aluminium floor and accessories as per requirement including all cost and labour charges etc complete. |
| 305 | OD65822/2026-2027Providing and fixing of play equipment Double sea saw with special seats Modelpremium quality with GI main pipes and powder coating finish and LLDPE plasticwith antiskid aluminium floor and accessories as per requirement including all costand abour charges etc complete. |
| 306 | OD65827/2026-2027Providing and fixing of play equipment Arch Swing Two seats Model premiumquality with GI main pipes and powder coating finish and LLDPE plastic withantiskid aluminium floor and accessories as per requirement including all cost andabour charges etc complete. |
| 307 | OD65826/2026-2027Providing and fixing of play equipment Duck Spring Rideon Model premium qualitywith GI main pipes and powder coating finish and LLDPE plastic with antiskidaluminium floor and accessories as per requirement including all cost and abourcharges etc complete. |
| 308 | OD65825/2026-2027Providing and fixing of play equipment Tiger Spring Rideon Model premium qualitywith GI main pipes and powder coating finish and LLDPE plastic with antiskidaluminium floor and accessories as per requirement including all cost and abourcharges etc complete |
| 309 | OD65824/2026-2027Supplying and Fixing of 120 litres capacity waste bin including the cost of all etc tocomplete as per the direction of engineer in charge. Make Aristo, Color Green |
| 310 | 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 |
| 311 | 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) |
| 312 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 313 | Steps to Amphi Theatre- (Amphi Theatre is Next Phase) |
| 314 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 315 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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 soils as directed,within a lead of 50 m.Ordinary rock |
| 316 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 317 | 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) |
| 318 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand |
| 319 | OD66063/2026-2027Providing and laying natural stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architecturaldrawings with 50 mm thick stone slab over 40 mm (average) thick base of 4mm sizecoarse sand and pointing with cement slurry admixed with pigment of matching shadeincluding rubbing , curing, polishing and carriage of stone (from main road to site)etc. all complete as specified and as directed by the Engineer-in-Charge |
| 320 | Horticulture |
| 321 | 30.2.2Supplying 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). |
| 322 | 30.2.3Supplying 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). |
| 323 | 30.2.8Spreading 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). |
| 324 | 30.2.9Mixing earth and sludge or manure in the required proportion specified or directed bythe Officer-in-charge |
| 325 | OD66065/2026-2027Providing and Planting of Buffalo grass for Lawn in Ordinary soil including Breakingclods, Watering, Ramming and Sectioning of spoil bank etc., including all labourcharges, etc., complete (Excluding the cost of Manuare, Red Earth, Etc) |
| 326 | Fencing work |
| 327 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 328 | 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) |
| 329 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 330 | 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 |
| 331 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 332 | 50.10.2Steel work for purlin/single section with G I pipes including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete |
| 333 | 16.70.1Providing and fixing G.I. chain link fabric fencing of required width in mesh size50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers asrequired complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia4 mm |
| 334 | 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 |
| 335 | Drinking Water Kiosk |
| 336 | OD67357/2026-2027Supply and installation , testing and commissioning of stainless steel water dispenserwith following specification- 10 litre storage tank cold,3 Ltr hot tank. 10litre normaltank.hot temperature 65degree, pre filter , body and storage tank SS304 08mm,chromium plated tap,working in single phase supply including R O filter as required |
| 337 | Water connection charges (KWA) |
| 338 | Connection charges - KSEB |
| 339 | EXCLUSIVE OF GST |
| 340 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 341 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 342 | 3.Rate should be Exclusive of GST. |
| 343 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 344 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 345 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of |
| 346 | Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 347 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 348 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 349 | 9. SOLID BLOCK MASONRY: Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered) |
| 350 | 10.PLUMBING & SANITARY FITTINGS: Note: Make of Water supply and sanitary items: Best branded ISI make Jaquar, Cera, Hindware, Parryware or eq. in the order of pref. Water pipe: |
| 351 | Supreme, Finolex or eq. with IS and all fittings with IS. |
| 352 | 11.ELECTRICAL: Note: Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately. |
| 353 | Make of Electrical equipments/materials |
| 354 | All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification |
| 355 | Panel Boards: CPRI certified reputed manufacturers make |
| 356 | MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent |
| 357 | Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD |
| 358 | Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent |
| 359 | Cable Glands & Sockets - REPUTED MAKE , Cosmos |
| 360 | Indicating Lamps - TEKINIC/RISHUB/STC, L&T, Schneider or equivalent |
| 361 | Ceiling/Exhaust fan: Havells, Orient, Usha, Crompton Greaves, Bajaj |
| 362 | 12. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference. |
| 363 | 13.VITRIFIED FLOOR TILES/ CERAMIC GLAZED WALL TILES: Make: Khajaria, Jhonson, RAK, |
| 364 | NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL, Client |
| 365 | 14.ALUMINIUM WORK: Make: INDAL, JINDAL in the order of preference and prior sample approval from KEL, Client |
| 366 | 15.Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, |
| 367 | 16.RCC Hume pipes as per IS 458-2003 |
| 368 | 17. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED |
| 369 | PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref. |
| 370 | 18.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
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