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| 1 | Construction of Building |
| 2 | 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 |
| 3 | 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 |
| 4 | 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 |
| 5 | 4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 6 | 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) |
| 7 | 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) |
| 8 | 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). |
| 9 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 10 | 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 |
| 11 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 12 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 13 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 14 | 5.22A.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 15 | 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) etc complete |
| 16 | 9.48.2Providing 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 openings/ wooden frames with rawl plugs screws etc |
| 17 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 18 | 13.3.120 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) |
| 19 | OD280816/2025-2026Providing and fixing pressed steel door frames manufactured from commercial TataGalvano steel sheet 1.60 mm thickness, including hinges, jamb, lock jamb, bead andif required base ties of 25x25x3mm angle, mild steel welded or rigidly fixed together by mechanical means with pressed door shutter using 70x30mm RMC section 5.84m @ 1.7 Kg/m, Tata Galvano steel sheet embossed 85x196 cms and outer stiffeners 12x80 cms, 4 nos, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plateand shock absorbers, SS aldrobs, SS tower bolts 2 nos and SS handles 2 nos asspecified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in charge: |
| 20 | 11.20.1Chequerred 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).Light shade pigment using white cement |
| 21 | 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. |
| 22 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 23 | 13.48.2Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 24 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 25 | 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 |
| 26 | OD280817/2025-2026Providing & fixing Poly carbonate single wall plain sheet 3 mm thick asapproved by the Engineer in charge. The sheets shall be fixed using self drilling/ selftapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses,and including cutting to size and shapes where ever required. |
| 27 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same with necessary stainless steel nutsand bolts complete, i/c fixing the railing with necessary accessories & stainless steeldash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 28 | 21.1.1.2Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating50 micron) |
| 29 | 21.2.1Providing and fixing 12 mm thick prelaminated particle board flat pressed three layeror graded wood particle board conforming to IS : 12823 Grade I Type II, in panellingfixed in aluminum doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions ofEngineer - in- Charge.Pre-laminated particle board with decorative lamination on oneside and balancing lamination on other side |
| 30 | 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) |
| 31 | 21.12.2Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick& 2100 mm long with S.S. screws etc. complete as per direction of Engineer -in-Charge.Powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 32 | 9.70.1Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steelscrews etc. complete:125x64x1.90 mm |
| 33 | 9.119Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wallthickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred atcorners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. squaretube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. squaretube of 19 gauge, EPDM rubber gasket weather seal to be provided through out theframe. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer's specification and direction of Engineer-in Charge. |
| 34 | 9.120.1Providing and fixing factory made panel PVC door shutter consisting of frame madeout of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers ofapproved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall beflat and 20 mm shall be tapered in 45 degree angle on both side forming styles and5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degreeon th inner side to form top and bottom rail and 115 mm wide PVC sheet out ofwhich 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2)thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottomrail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. framewelded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm widePVC sheet beading on inner side, and joined together with solvent cement adhesive.An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior sideof the 'C' Channel using PVC solvent adhesive etc. complete as per direction ofEngineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVCdoor shutters |
| 35 | 9.160.1Providing and fixing skirting with pre-laminated medium density fibre boardexterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one sidedecorative and other side balancing lamination and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. all complete.18 mm thick. |
| 36 | 13.26Providing and applying plaster of paris putty of 2 mm thickness over plastered surfaceto prepare the surface even and smooth complete. |
| 37 | 50.9.12.1Providing and fixing Thomson Multi wood board or equivalent make, in shelves withscrews and fittings wherever required, edges to be painted with polyurethane primer(fittings to be paid separately) as per the direction of site Engineer-in-charge. |
| 38 | 9.115providing and fixing powder coated telescopic drawer channels 300 mm long withnecessary screws etc. complete as per directions of Engineer -in-charge. |
| 39 | 9.59.3Providing and fixing ISI marked oxidised M.S. single acting spring hinges withnecessary screws etc. complete. (Copper oxidized as per IS 1378).100mm |
| 40 | 9.79.1Providing and fixing special quality bright finished brass cupboard or ward robe lockswith four levers of approved quality including necessary screws etc. complete.40 mm |
| 41 | 9.81.2Providing and fixing bright finished brass handles with screws etc. complete:100 mm |
| 42 | 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 |
| 43 | Plumbing And Sanitation |
| 44 | 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 |
| 45 | OD280819/2025-2026Filling with 6mm stone aggregate in trenches lead up to 50 m and lift up to 1.5 m asper direction of site Engineer-in-charge |
| 46 | 51.2.4Filling with Sand Supplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil |
| 47 | 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 |
| 48 | 5.36Providing and placing in position precast reinforced cement concrete waffle units,square or rectangular as per design and shape for floors and roofs in 1:11/2:3 ( 1 cement : 1 1/2 coarse sand : 3 graded stone aggregate 10 mm nominal size), including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc.,providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but excluding the cost ofreinforcement . |
| 49 | 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 |
| 50 | 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 preparation of bed shall be paid separately) 4. 35 to 50 flush capacity |
| 51 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank |
| 52 | 17.3.1Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flushbend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement withspecials of standard make and mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever required :W.C. pan with ISI marked white solid plastic seatand lid |
| 53 | 17.7.4Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Flat backwash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 54 | 17.11.2Providing and fixing white vitreous china laboratory sink with C.I brackets, C.P.brass chain with rubber plug 40 mm C.P brass waste and 40 mm C.P. brass trap withnecessary C.P. brass unions complete, including painting of fittings and brackets,cutting and making good the wall wherever required:Size 600x450x200 mm |
| 55 | OD280818/2025-2026Providing and fixing 15mm C.P brass pillar taps with elbow operated levers ISI marked |
| 56 | 18.50.1Providing and fixing C.P brass long nose bib cock of approved quality conforming toIS standards and weighing not less than 810 gms.15 mm nominal bore |
| 57 | 18.58.2.1Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 58 | 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 site Engineer-in-charge. |
| 59 | 50.18.8.2.2Providing 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 solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 |
| 60 | 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 solvent cement 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 pipe 10kgf /cm2 |
| 61 | 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 solvent cement 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 pipe 10Kgf/cm2 |
| 62 | 50.18.8.5.1Providing 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 solvent cement and testing of joints complete as per direction of Engineer-in-Charge. concealed work, including cutting chases and making good the wall etc. 40 mm pipe 10 kgf/ cm2 |
| 63 | 50.18.8.6.2Providing 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 solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 |
| 64 | 50.18.8.7.1Providing 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 workincluding cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2 |
| 65 | 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 |
| 66 | 50.18.9.12.2Providing 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 solvent cement and testing of joints complete as per direction of Engineer-in-Charge 20 mm dia 10Kgf/cm2 External work- Exposed on wall |
| 67 | 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 |
| 68 | 50.18.9.14.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 32 mmdia 10 Kgf/cm2 - External work- Exposed on wall |
| 69 | 50.18.9.15.1Providing 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 40 mm dia 10Kgf/cm2- External work- Exposed on wall |
| 70 | 50.18.9.6.2Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per direction ofEngineer in Charge. 50 mm dia 6 Kgf/cm2 |
| 71 | 50.18.9.7.1Providing and fixing PVC pipes includings of pipes with one step PVC solventcement, trenching refilling & testing of joints complete as per direction of Engineer inCharge. 63 mm dia 6Kgf/cm2 |
| 72 | 50.18.9.9.1Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of Joints complete as per direction ofengineer in charge.110 mm dia 6Kgf/cm2 |
| 73 | Compound Wall |
| 74 | 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 |
| 75 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 76 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 77 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for colum |
| 78 | 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 mm nominal size derived from natural sources) |
| 79 | 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) |
| 80 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, 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 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 81 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 82 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 83 | 5.22A.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 84 | 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 to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 85 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 86 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 87 | 13.48.2Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturer specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 88 | 13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 89 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 90 | Front Space Roofing And Interlock Paving |
| 91 | 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 |
| 92 | 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 |
| 93 | 4.1.2Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 94 | 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 |
| 95 | 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoidscratches during transportation and should be supplied in single length upto 12 metreor as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/selftapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. |
| 96 | 13.48.2Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 97 | 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. |
| 98 | Bore Well |
| 99 | 23.1.1.1Boring / drilling bore well of required dia for casing / strainer pipe, by suitablemethod prescribed in IS: 2800 ( part I), including collecting samples from differentstrata, preparing and submitting strata chart/ bore log, including hire & runningcharges of all equipments, tools plants & machineries required for the job, allcomplete as per direction of Engineer - in- Charge, upto 90 metre depth below groundlevel. All types of soil300 mm dia |
| 100 | 23.3.1Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS :12818, including required hire and labour charges, fittings & accessories etc. allcomplete, for all depths, as per direction of Engineer- in- Charge.100 mm nominal size dia |
| 101 | Electrification works |
| 102 | Electrification works with fittings as per aproved detailed estimate and fittings as per direction of engineer in charge. |
| 103 | unforseen items Please Enable Macros to View BoQ information |
