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| 1 | Building |
| 2 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 2.8.1 Earth 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 |
| 4 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 5 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 6 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 7 | 60.7.1 DRY 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 |
| 8 | 50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 9 | 5.2.2 Reinforced 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) |
| 10 | 5.3 Reinforced 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). |
| 11 | 5.22A.6 Steel 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 |
| 12 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost 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 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | 5.9.1 Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 14 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 15 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 16 | 5.9.16.2 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide |
| 17 | 5.9.7 Centering and shuttering including strutting, etc. and removal of form for:Stairs,(excluding landings ) except spiral - staircases) |
| 18 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 19 | 4.3.2 Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 20 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 21 | 50.6.2.2 Solid 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 | 50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) includingcost of scaffolding complete |
| 23 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 24 | 13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 25 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 26 | 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 |
| 27 | 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture . |
| 28 | 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. |
| 29 | 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer) of 1st quality conforming to IS : 15622 of approvedmake in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thickcement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with white cement and matching pigmentetc., complete |
| 30 | 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-inCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. |
| 31 | 10.14.1.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge: Profile BFixing with adjustable lugs with split end tail to each jamb |
| 32 | 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 33 | 10.11.2 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11B and K 12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) |
| 34 | 10.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with :4.0 mm thick glass panes |
| 35 | 9.119 Providing 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-inCharge. |
| 36 | 9.120.1 Providing 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 primersof approved make and manufacture. M.S. frame covered with 5 mm thick heatmoulded PVC 'C' channel of size 30 mm thickness, 70 mm width out ofwhicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both sideforming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall betapered in 45 degree on th inner side to form top and bottom rail and 115 mm widePVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on bothsides to form lock rail. Top, bottom and lock rails shall be provided both side of thepanel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insertfor top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to befitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm +2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined togetherwith solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width isto be stuck on the interior side of the 'C' Channel using PVC solventadhesive etc. complete as per direction of Engineer -in-charge, manufacture'sspecification & drawing.30 mm thick plain PVC door shutters |
| 37 | 10.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the endby end locks, mounted on specially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springs 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25mm M.S. laths with 1.25 mm thick top cover |
| 38 | 14.80.2 Providing & fixing White vitreous china water closet squatting pan (Indian type)along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\"trap at site complete with all operations including all necessary materials, labourand disposal of dismantled material i/c malba, all complete as per the directionof Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm |
| 39 | 14.80.2 Providing & fixing White vitreous china water closet squatting pan (Indian type)along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\"trap at site complete with all operations including all necessary materials, labourand disposal of dismantled material i/c malba, all complete as per the directionof Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm making good the walls and floors wherever required :W.C. pan with ISI marked whitesolid plastic seat and lid |
| 40 | 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 41 | 18.48 Providing 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. |
| 42 | 50.18.9.9.2 Providing and fixing PVC pipes includes joints of pipes with one step PVC solventcement, trenching, refilling & testing of joints complete as per direction ofEngineer in CHarge. 110 mm dia 4 Kg/cm2 |
| 43 | 50.18.9.14.2 Providing 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 6 Kgf/cm2 - External work - Exposed on wall |
| 44 | 50.18.9.17.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 mspacing . This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge 63 mm dia 6Kgf/cm2 - External work - Exposed on wall |
| 45 | 12.50 Providing 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. |
| 46 | 10.28 Providing 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 & stainlesssteel dash fasteners, stainless steel bolts etc., of required size on the top of the floor orthe side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 47 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 48 | 50.17.1.1 Supplying and fixing Stainless steel soap dish including cost of materials and labourcharges etc complete as per the direction of site Engineer-in-charge. |
| 49 | 50.17.1.2 Supplying and fixing CP Towel rod 45cm or nearest available length including cost ofmaterials and labour charges etc complete as per the direction of site Engineer-incharge. |
| 50 | 18.56.1 Providing and fixing PTMT pillar cock of approved quality and colour.15 mmnominal bore, 107 mm long, weighing not less than 110 gms |
| 51 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 52 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 53 | 3.Rate should be Exclusive of GST. |
| 54 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 55 | 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. |
| 56 | 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 Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 57 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 58 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 59 | 9.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: Supreme, Finolex or eq. with IS and all fittings with IS. |
| 60 | 10. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference. |
| 61 | 11.DELUXE MULTI SURFACE PAINT SYSTEM: Make: JOTUN, Asian, Berger, Nerolas or eq. in the order of pref. |
| 62 | 12.VITRIFIED FLOOR TILES/ CERAMIC GLAZED WALL TILES: Make: Khajaria, Jhonson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL, Client |
| 63 | 13. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref. Please Enable Macros to View BoQ information |
