Tender For Repairing And Renovation Of Milanjyoti Me School Under Scheme Dharti Aaba Janjatiya Gram Utkarsh Abhiyan For The Year 2026-27. (Dise Code: 18010514202)
Tender Value
72 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
6 days left
EMD
1.44 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing And Renovation Of Milanjyoti Me School Under Scheme Dharti Aaba Janjatiya Gram Utkarsh Abhiyan For The Year 2026-27. (Dise Code: 18010514202)
BOQ
| Sl. No. | Item Description |
| 1 | Repairing of classroom:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patches in plaster, raking out and re-plastering the surface of the patches complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.1.2 With cement mortar 1:4 (1 cement: 4 coarse sand) |
| 2 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.2 cement mortar 1:4 (1 cement : 4 coarse sand) |
| 6 | 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 7 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 8 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixes @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 9 | Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.15.1 Sal wood battens |
| 10 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete.15.12.1 Of area 3 sq. metres and below |
| 11 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length.9.1.3 Kiln seasoned and chemically treated hollock wood |
| 12 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows. Panelling for panelled and glazed shutters 25 mm to 40 mm thick:9.7.2 Kiln seasoned and chemically treated hollock wood |
| 13 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:9.74.3 150x10 mm |
| 14 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 15 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:13.43.1 Water thinnable cement primer |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade:13.111.1 Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface |
| 17 | Finishing with Deluxe Multi Surface Paint system for interiors and exteriors using Primer as per manufacturers specifications:13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 18 | Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately).12.26.1 6 mm thick Cement fiber board as per IS: 14862 |
| 19 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.9.3.2 Kiln seasoned and chemically treated hollock wood |
| 20 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 21 | Additional Classroom:Earthwork 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.2.6.1 All kinds of soil. |
| 22 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.3.1 Foundations, footings, bases for columns |
| 25 | 4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 26 | Providing and laying damp-proof course 40 mm thick with cement concrete 4.1.5 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 27 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 28 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 29 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 30 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 32 | 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 33 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges |
| 35 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 37 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 38 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 39 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 40 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length.9.1.3 Kiln seasoned and chemically treated hollock wood |
| 41 | Providing and fixing wooden flush door shutters in frames of doors, windows and clerestory windows, including fixing of hinges and other fittings etc. complete:9.5.2.2 30 mm thick shutters |
| 42 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc., with 6 mm thick clear float glass both side, having 12 mm air gap, including EPDM gasket, perforated aluminium spacers, desiccants, sealant etc. complete. |
| 43 | Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. |
| 44 | Providing and fixing aluminium/other window/door fittings as specified, complete:9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. @ 12KG/Sqm |
| 45 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixes @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 46 | 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, jointing with grey cement slurry including grouting the joints with white cement and matching pigments etc. complete.11.41A.3.1 Size of Tile 600 x 600 mm |
| 47 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, all colours/shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers and dados over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in with white cement mixed with pigment of matching shade complete. |
| 48 | 15 mm cement plaster on rough side of single or half brick wall of mix:13.2.1 1:4 (1 cement: 4 fine sand) |
| 49 | 15 mm cement plaster on smooth side of single or half brick wall finished with a floating coat of neat cement of mix:13.8.2 1:4 (1 cement: 4 fine sand) |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade:13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 51 | Applying priming coat:13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 52 | Providing and fixing false ceiling with Calcium Silicate board, complete:Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sam (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.l wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with:12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. |
| 53 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDiM seat, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 54 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 15-18 microns using self drilling/self tapping screws complete.12.51.1 Ridges plain (500-600mm) |
| 55 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.3 Electric resistance or induction butt welded tubes |
| 56 | Providing and fixing chromium plated brass handles/pull bolts etc. complete:9.92.1 125 mm |
| 57 | Providing and fixing aluminium tower bolts, ISI marked, anodised, with necessary screws etc. complete:9.97.4 150x10 mm |
| 58 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS:7534 with necessary screws, bolts, nut and washers etc. complete. |
| 59 | RCC Toilet Block:Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 60 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 61 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 62 | Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:4.4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 63 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 64 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.1 Foundation Footing, base of column etc. For mass concrete |
| 66 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 67 | 5.9.6 Columns, Pillars, Posts & Strut |
| 68 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 69 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges |
| 70 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 71 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 72 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 73 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 74 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 75 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder! rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).26.86.6 Frame size 65 x 125 mm |
| 76 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder! rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).26.87.1 30 mm thick |
| 77 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:9.74.3 150x10 mm |
| 78 | Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. |
| 79 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.3 Electric resistance or induction butt welded tubes |
| 80 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single longth upto 12 metre oi as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 81 | 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 82 | 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.11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size11.41A.3.1 Size of Tile 600 x 600 mm |
| 83 | 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-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (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. |
| 84 | 15 mm cement plaster on smooth side of single or half brick wall finished with a floating coat of neat cement of mix:13.8.2 1:4 (1 cement: 4 fine sand) |
| 85 | Finishing walls with Acrylic Smooth exterior paint of required shade:13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 86 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-I) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild stock wire, including centering and shuttering, roughening cleaning, fixing and finishing in jambs, sills and soffits. cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.5.18.1 50 mm thick |
| 87 | Providing 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, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 88 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic fashing cistern with standard trust pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 89 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe |
| 90 | Providing and fixing wash basin with C.I. Brackets, 15 mm C.P. Brass pillat taps, 32 mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.3 White vitreous China Wash basin size 550x500 mm with a pair of 15 mm C.P. Brass pillat taps |
| 91 | Providing and fixing soil, waste and vent pipes:17.35.1 100 mm dia17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 92 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms17.69.1 100 mm dia17.69.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 93 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.18:8.1 15 mm nominal dia Pipes |
| 94 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, fixing the pipe with CPVC solvent cement, including testing of joints complete as per direction of Engineer-in-Charge.18.9.1 15 mm nominal dia Pipes |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having the mal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work18.9.3 25 mm nominal dia Pipes |
| 96 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work18.9.8 80 mm nominal dia Pipes |
| 97 | Providing and fixing brass bib cock of approved quality:18.15.1 15 mm nominal bore |
| 98 | Providing and fixing brass stop cock of approved quality:18.16.1 15 mm nominal bore |
| 99 | Providing and placing on terrace polyethelene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and necessary holes for inlet, outlet and overflow pipes without fittings and base support for tank. |
| 100 | ESTIMATE FOR 100 USERS SEPTIC TANKEarth 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.2.6.1 All kinds of soil. |
| 101 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 102 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 103 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:4.1.5 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) |
| 104 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.3.1 Foundations, footings, bases for columns |
| 105 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 106 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 107 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 108 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 109 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 110 | 15 mm cement plaster on smooth side of single or half brick wall finished with a floating coat of neat cement of mix:13.8.1 1:3 (1 cement: 3 fine sand) |
| 111 | Providing, hoisting and fixing above plinth level up to floor five level pre-cast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 112 | Supplying and fixing C.I. cover without frame for manholes :19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 113 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete [etc. complete as per standard design:19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 114 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 115 | Providing and fixing soil, waste and vent pipes:17.35.1 100 mm dia17.35.1.1 Sand cast iron S&S pipe as per IS:1729 |
| 116 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I./ C.I. Pipes17.36.2 100 mm dia pipe |
| 117 | Deep Tube Well:Boring/drilling bore well of required dia for casing/strainer pipe by suitable method prescribed in IS:2800 (Part I), including collecting and submitting strata chart/bore log, including hire charges of all equipment, tools, plants & machinery required for the job, complete as per direction of Engineer-in-Charge up to 90 metre depth below ground level.23.1.2 Rocky strata including Boulders 23.1.2.1 300 mm dia |
| 118 | Supplying, 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. all complete, for all depths, as per direction of Engineer-in-charge.23.3.2 150 mm nominal size dia |
| 119 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 120 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 121 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part 1).23.15.2 150 mm dia |
| 122 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 123 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screw etc. complete.18.46.5 40 mm nominal bore |
| 124 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, fixing the pipe with CPVC solvent cement, including testing of joints complete as per direction of Engineer-in-Charge.18.9.5 40 mm nominal dia Pipes |
| 125 | Providing and fixing gun metal non-return valve of approved quality (screwed end)18.19.3 40 mm nominal bore 18.19.3.2 Vertical |
| 126 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 127 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.16.78.2 With material conforming to Grade-lI (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 128 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.1 Foundation Footing, base of column etc. For mass concrete |
| 129 | Electrical Works:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.1 Group A |
| 130 | 1.10.2 Group B |
| 131 | 1.10.3 Group C |
| 132 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 133 | 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 134 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch |
| 135 | 1.24.1 5/6 A switch |
| 136 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 137 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Module (100mmX75mm) |
| 138 | 1.27.4 6 Module (200mmX75mm) |
| 139 | 1.27.5 8 Module (125mmX125mm) |
| 140 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 141 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 142 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.1 6 way , Double door |
| 143 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.2 8 way , Double door |
| 144 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole |
| 145 | 2.10.3 Double pole |
| 146 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12.1 40 A |
| 147 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 148 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 149 | Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. |
| 150 | Supplying with including fitting fixing of ADORE LED PLUS 9 W/10 W. ete. as directed by the Deptt. |
| 151 | Supplying including fitting fixing of 20 W three color CCT change LED batten which can change the color of batten from warm white to natural white to cool white with the help of a simple toggle switch. etc. as required and directed by the Deptt. |
| 152 | Supplying with including fitting fixing of Ceiling fan etc. as directed by the Deptt. |
| 153 | Supplying with including fitting fixing of Metal Exhaust Fan (230 mm) Aeroclean LD GBD etc. as required and as directed by the Deptt. |
| 154 | Supplying with fitting & fixing of highly effective front openable LED 50W IP65 Street light/Campus light with aluminium pressure dia-cost housing, toughened glass in the front and peanut lens for batwing light distribution to ensure uniform light distribution, higher spacing between poles and maintenance free system etc. as required and as directed by the Department (Orient, Bajai, Havells or equivalent make). |
| 155 | Supplying with fitting fixing of 1.0 H.P. Motor Pump set etc. as required and directed by the department.(Crompton /Kirlosjar / Usha or equivalent make). |
| 156 | Supply with laying of 10 Sqmm Flat 2 Core BTC cable for service connection as specified and directed by the deptt. (Plaza, Havells, RR, or equivalent make as approved by this Deptt.) Considering 90 Mitr. length). |
| 157 | Supplying, Installation, Testing and Commissioning of 30 Watt Solar Two in One (Semi Integrated) LED Street light system with 7 Mtrs. GI Tubular Pole ete. as required and directed by the Deptt. (Make-Surya, Bajaj. Crompton, Havells or equivelent). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender