Tender For Nabard-Ridf Tranche Xxxi- Infrastructure Development Of Various Offices Under Northern Circle, Kannur-Construction Of Residence For Assistant Conservator Of Forests (2 Nos) For Kannur Forest Division At Kannothumchal In Kannur District-Pha
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Nov 2026
5 days left
EMD
50000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Nabard-Ridf Tranche Xxxi- Infrastructure Development Of Various Offices Under Northern Circle, Kannur-Construction Of Residence For Assistant Conservator Of Forests (2 Nos) For Kannur Forest Division At Kannothumchal In Kannur District-Phase I- Civil & Plumbing Works
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works |
| 2 | 15.58Demolishing R.C.C. work by mechanical means and stockpiling at designatedlocations and disposal of dismantled materials up to a lead of 1 kilometre, stackingserviceable and unserviceable material separately including cutting reinforcementbars. |
| 3 | 15.12.1Dismantling doors, windows and clerestory windows (steel or wood ) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50metres lead:Of area 3 sq. metres and below |
| 4 | 15.2.2Demolishing cement concrete manually / by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer - in-Charge.Nominalconcrete 1:4:8 or leaner mix ( including equivalent design mix) |
| 5 | 15.7.4Demolishing brick work manually / by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead asper direction of Engineer-in-Charge.In cement mortar |
| 6 | 15.9.2Demolishing 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 |
| 7 | 100.98.1009 Engaging Fitter ( grade 1). |
| 8 | 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 9 | 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 |
| 10 | 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 |
| 11 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 12 | 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 of specifiedthickness with motor grader on prepared surface and compacting with vibratorypower roller to achieve the desired density, complete as per specifications anddirections of Engineer-in- Charge.With Material conforming to Grade - I ( size range75 mm to 0.075 mm) having CBR Value- 30 |
| 13 | 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) |
| 14 | 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 mm nominal size derived from natural sources) |
| 15 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 16 | 50.6.7.1Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearestsize in cement mortar 1:6 for foundation and basement including all cost of materials,labour charges etc |
| 17 | 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) |
| 18 | 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). |
| 19 | 4.2.5Providing and laying cement concrete in retaining walls, return walls, walls ( anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the costof centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III)derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 20 | 4.3.2Centering 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. |
| 21 | 13.9.1Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neatcement.12 mm cement plaster |
| 22 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 23 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 24 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 25 | 5.9.7Centering and shuttering including strutting, etc. and removal of form for:Stairs,(excluding landings ) except spiral - staircases) |
| 26 | 5.9.18Centering and shuttering including strutting, etc. and removal of form for:Smallsurfaces such as cantilever ends, brackets and ends of steps, caps and bases topilasters and columns and the like |
| 27 | 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 28 | 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 |
| 29 | 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 |
| 30 | 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 |
| 31 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 32 | 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) |
| 33 | 50.6.7.2Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearestsize in cement mortar 1:6 for super structure above plinth level up to floor two levelincluding all cost of materials, labour charges etc. |
| 34 | 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. |
| 35 | 22.6Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass clothwhen the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tillingwith cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured) |
| 36 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 37 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 38 | 13.1015 mm cement plaster 1:3 ( 1 cement :3 coarse sand) finished with a floating coat ofneat cement on the rough side of single or half brick wall. |
| 39 | 5.30Add for plaster drip course / groove in plastered surface or moulding to R.C.C.projections. |
| 40 | 12.45.1Providing and fixing false ceiling at all height including providing and fixing of framework made of special sections, power pressed from M.S. sheets and galvanized withzinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting ofangle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mmdia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangersof 25x10x0.50 mm of required length with nuts & bolts of required size and other endof angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at thespacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thickbottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm,at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm longG.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mmhigh having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed towall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wallscrews @ 230 mm interval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c,including jointing and finishing to a flush finish of tapered and square edges of theboard with recommended jointing compound, jointing tapes, finishing with jointingcompound in 3 layers covering upto 150 mm on both sides of joint and two coats ofprimer suitable for board, all as per manufacturer's specification and also includingthe cost of making openings for light fittings, grills, diffusers, cutouts made withframe of perimeter channels suitably fixed, all complete as per drawings, specificationand direction of the Engineer in Charge but excluding the cost of painting with:12.5mm thick tapered edge gypsum plain board conforming to IS : 2095-Part 1 :2011(Board with BIS certification marks) |
| 41 | 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. |
| 42 | 11.41A.3.2 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 1200 mm |
| 43 | OD142663/2026-2027OD. (From 11.49.2& 11.41A.3.2) Providing and laying Vitrified tiles in floorsand walls with different sizes (thickness to be specified by the manufacturer), withwater absorption less than 0.08% and conforming to IS : 15622, of approved brand& manufacturer, in all colours and shade, laid with cement based high polymermodified quick set tile adhesive (water based) conforming to IS : 15477, in average 6mm thickness, including grouting of joints (Payment for grouting of joints to be madeseparately). Size of Tiles 600x1200 mm |
| 44 | OD142665/2026-2027Grouting 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 1200x600 mm |
| 45 | 11.56.1Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slabcolour of Black, Cherry/Ruby Red or equivalent |
| 46 | 8.3.2Providing edge moulding to 18 mm thick marble stone counters, vanities etc.,including machine polishing to edge to give high gloss finish etc. complete as perdesign approved by Engineer -in-Charge.Granite work |
| 47 | 8.2.2.2Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, faciasand similar locations, of required size, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated withwhite cement, mixed with matching pigment, epoxy touch ups, including rubbing,curing, moulding and polishing to edges to give high gloss finish etc. complete at alllevels.Area of slab over 0.50 sqm |
| 48 | OD146260/2026-2027Providing and fixing pressed steel door frame and pressed GI steel door shutter,including frame members, shutter profiles, inner sheet, stiffeners and powder coating finish, as perdetailed specifications:Structural steel such as tees, angles, channels and R.S.joists (Base tie 25x5mm MSflat 1kg/M, QTY including 5% wastage: 1 mx 1 kg/m x 1.05 = 1.05 kg. Door frame Structuralsteel such as tees, channels and R. S. joists. Hinges fixing plate mortar guards, hold fasts etc 3.2kg. Assembly and setting charges of frame and door with protective packing. Outerstiffeners 12x8cm GI 18G 4Nos -7.5kg embossed inner sheet using Gl Sheet 20G . Door shuttersection B 75x30mm @1.70kg/m using GI 18G . Qty including 5% wastage. SS butt HINGES125X2.5mm with fixing screws 4nos/door , Section A 105X60 @ 2.16 kg/m using GI sheet18G quantity including 5% wastage. Thickness of door - 30mm |
| 49 | 9.88Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6levers and a pair of lever handles of approved quality with necessary screws etc.complete. |
| 50 | 9.74.2Providing and fixing bright finished brass tower bolts (barrel type) with necessaryscrews etc. complete:200x10 mm |
| 51 | OD146994/2026-2027(OD-9.147D.3 + Glazing) )Providing and fixing factory made uPVC white coloursliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mmthick galvanized 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 including supplying andfixing of 4mm thick float glass panes etc. Profile of frame & sash shall be mitred cutand fusion welded at all corners, including drilling of holes for fixing hardware's anddrainage of water etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod of required sizeand of approved quality, all complete as per approved drawing & direction ofEngineer-in-Charge. Note: For uPVC frame and sash extruded profiles minus 5%tolerance in dimension i.e. in depth & width of profile shall be acceptable. Two tracktwo panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / doubleglazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50sqm). |
| 52 | 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 |
| 53 | 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 usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 54 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 55 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 56 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 57 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work |
| 58 | 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. |
| 59 | 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 mouldedPVC '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 |
| 60 | 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.) |
| 61 | 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 and patternover and including 50 mm thick compacted bed of coarse sand, filling the joints withfine sand etc. all complete as per the direction of Engineer-in-charge. |
| 62 | Plumbing and Sanitary Works |
| 63 | 17.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 64 | 17.10.1.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983with C.I. brackets and stainless steel plug 40 mm, including painting of fittings andbrackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm |
| 65 | 17.81Providing and fixing floor mounted, white vitreous china single piece, double trapssyphonic water closet of approved brand/make, shape, size and pattern includingintegrated white vitreous china cistern of capacity 10 litres with dual flushing system,including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts andgasket etc including making connection with the existing P/S trap, complete in allrespect as per directions of Engineer-in-Charge. |
| 66 | 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 |
| 67 | 17.28.2.1Flexible pipe32 mm dia |
| 68 | 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. |
| 69 | 18.54.4Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominalbore, 90 mm long, weighing not less than 93 gms |
| 70 | 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 |
| 71 | 17.32.3Providing and fixing mirror of superior glass ( of approved quality) and of requiredshape and size with plastic moulded frame of approved make and shade with 6 mmthick hard board backing :Oval shape 450x350 mm (outer dimensions) |
| 72 | 17.73.2Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleatswith CP brass screws with concealed fitting arrangement of approved quality andcolour600 mm long towel rail with total length of 645 mm, width 78 mm andeffective height of 88 mm, weighting not less than 190 gms |
| 73 | 18.65Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102mm, height of 75 mm with concealed fittings arrangements, weighing not less than106 gms. |
| 74 | 18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :32 mm nominal bore |
| 75 | 18.17.3Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :40 mm nominal bore |
| 76 | 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 solventcement 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 pipe10 Kgf/ cm2 |
| 77 | 50.18.9.2.1Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints as per direction of Engineer inCharge.20 mm dia 12 Kgf/cm2 |
| 78 | 50.18.9.3.1Providing 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 25 mm dia 12Kfg/cm2 |
| 79 | 50.18.7.3.2Providing 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 25 mmdia 10Kgf/ cm2- Internal work- Exposed on wall |
| 80 | 50.18.7.4.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 32 mmdia 10Kgf/cm2- Internal work - Exposed on wall |
| 81 | 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 solventcement 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 pipe6 kgf/cm2 |
| 82 | 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 |
| 83 | 50.18.8.9.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes with one step PVC Solvent cement andtesting of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2 |
| 84 | 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 |
| 85 | 50.18.9.20.1Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 63 mm dia Elbow |
| 86 | 50.18.9.20.10 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 63x50 mm dia Reducer |
| 87 | 50.18.9.20.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 63 mm dia Bend |
| 88 | 50.18.9.20.5Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipesincluding jointing with PVC solvent cement - 63x63x63 mm dia Tee |
| 89 | 50.18.9.20.7Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 63 mm dia vent cowl |
| 90 | 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 |
| 91 | 50.18.9.22.2Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow |
| 92 | 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 |
| 93 | 50.18.9.22.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipesincluding jointing with PVC solvent cement 110x110x110 mm dia Tee |
| 94 | 50.18.9.22.6Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110x110x110 mm dia Door tee |
| 95 | 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 |
| 96 | 50.18.9.9.2Providing and fixing PVC pipes includes joints of pipes with one step PVC solventcement, trenching, refilling & testing of joints complete as per direction of Engineerin CHarge. 110 mm dia 4 Kg/cm2 |
| 97 | 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 |
| 98 | 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. |
| 99 | EXCLUSIVE OF GST |
| 100 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 101 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 102 | 3.Rate should be Exclusive of GST. |
| 103 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 104 | 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. |
| 105 | 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 |
| 106 | Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 107 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 108 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 109 | 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) |
| 110 | 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: |
| 111 | Supreme, Finolex or eq. with IS and all fittings with IS. |
| 112 | 11. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference. |
| 113 | 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 |
| 114 | 13.Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco,GEO |
| 115 | 14.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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