Tender For The Construction Of A Multipurpose Hall At Lagsama Inter College, Gonda.
Tender Value
40 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
12 days left
EMD
80000
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For The Construction Of A Multipurpose Hall At Lagsama Inter College, Gonda.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. As per DSR SI No. 2.8.1 |
| 2 | Excavating, supplying and filling of local earth (excluding 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.As per DSR SI No. 2.25(a) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR SI No. 4.1.8 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. As per DSR SI No. 2.27 |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole ,300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand ) to match the existing floor : with chlorpyriphos/Lindane E.C. 20% with 1% concentration as per DSR SI No. 2.35.3.1 |
| 6 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per DSR SI No.5.1.2 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR SI No. 6.1.1 |
| 8 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)As per DSR SI No.5.2.2 |
| 9 | 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).As per DSR SI No.5.3 |
| 10 | Brick work 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 in all shapes and sizes in : cement mortar 1:4 (1 cement : 4 coarse sand ) as per DSR SI No. 6.4.1 |
| 11 | 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 . cement mortar 1:4 (1 cement : 4 coarse sand ) as per DSR SI No. 6.13.2 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR SI No. 5.22.6 & 5.22A.6 |
| 13 | 15 mm thick plinth plaster [1 cement : 4 coarse sand] as per DSR SI No. 13.5.1 |
| 14 | 15 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) as per DSR SI No. 13.5.2 |
| 15 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) as per DSR SI No. 13.4.2 |
| 16 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections as per DSR SI No. 5.30 |
| 17 | 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 600 mm as per DSR SI No. 11.41A.3.1 |
| 18 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. as per DSR SI No. 11.46.2 |
| 19 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete.DSR NO 11.39 |
| 20 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate as per DSR SI No. 11.3.1 |
| 21 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws as per DSR SI No. 9.20.1 |
| 22 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws +Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured as per DSR SI No. 9.20.1+9.26 |
| 23 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.(40x40x5mm) as per DSR SI No.10.31 |
| 24 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per DSR SI No.10.2 |
| 25 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per DSR SI No.10.2 |
| 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DSR SI No 13.80 |
| 27 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer as per DSR SI No.13.41.1 |
| 28 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per DSR SI No. 13.47.1 |
| 29 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per DSR SI No 14.34 |
| 30 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 250 x 16mm As per DSR SI No.9.62.1 |
| 31 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 250x10 mm as per DSR SI No.9.63.1 |
| 32 | Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125 mm. As per DSR SI No. 9.66.1 |
| 33 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. As per DSR SI No 22.7.1 |
| 34 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work As per DSR SI No 13.52.1 |
| 35 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture As per DSR SI No 13.48.2 |
| 36 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes As per DSR No 10.30 |
| 37 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. As per DSR No 10.16.1 |
| 38 | 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 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. As per DSR SI No 12.50 |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform As per DSR SI No 5.9.3 |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form work for : Lintels, beams, plinth beams, girders, bressumers and cantilevers As per DSR SI No 5.9.5 |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete As per DSR SI No 5.9.1 |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts and Struts As per DSR SI No 5.9.6 |
| 43 | supply and fixing of sign board including of all complete as per E/I |
| 44 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. As DSR SI No. 17.1.1 |
| 45 | Providing and fixing white vitreous china pedestal type water closet ( European type W.C. pan ) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid. As DSR SI No. 17.2.1 |
| 46 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require (a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. As DSR SI No. 17.7.4 |
| 47 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.Felxible pipe b) 40mm dia. As DSR SI No. 17.28.2.2 |
| 48 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. As DSR SI No. 17.31 |
| 49 | Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15 mm nominal bore As DSR SI No. 17.16A |
| 50 | Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. As DSR SI No. 17.22A |
| 51 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. As DSR SI No. 17.73.2 |
| 52 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms As DSR SI No. 17.71 |
| 53 | Providing and fixing PVC pipe confirming to IS make work in pressure 6kg/cm2 including testing labour T&P and all complete fitting 110 mm dia as PWD SOR Ch. 23 item No. 32(iii) |
| 54 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) size 100 mm diameter S.W. pipe as per DSR SI No. 19.2.1 |
| 55 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.As PWD SOR Ch. 23 item 35 |
| 56 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735 size 110 mm. As PWD SOR Ch. 23 item 38 |
| 57 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, punning, rounding the edges and making and finishing the outlet complete. a) 110mm a) 110mm As per DSR SI No. 12.22 |
| 58 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. size 110mm As per DSR SI No.12.41.2 |
| 59 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. As per DSR SI No. 12.44 |
| 60 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20mm dia nominal outer dia pipes as per DSR SI No.18.7.2 |
| 61 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal outer dia pipes as per DSR SI No.18.7.3 |
| 62 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 32mm dia nominal outer dia pipes as per DSR SI No.18.7.4 |
| 63 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes as per DSR SI No.18.8.1 |
| 64 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes as per DSR SI No.18.8.2 |
| 65 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 32mm dia nominal outer dia pipes as per DSR SI No.18.8.4 |
| 66 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 45 cm length i) 15mm nominal bore as per DSR SI No.18.21.2.1 |
| 67 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore as per DSR SI No.18.49.1 |
| 68 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore as per DSR SI No.18.51.1 |
| 69 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore as per DSR SI No.18.53 |
| 70 | Providing and fixing gun metal gate valve with wheel of approved quality(screwed end).. 25mm dia nominal bore as per DSR SI No.18.17.1 |
| 71 | Providing and fixing gun metal gate valve with wheel of approved quality(screwed end)..32mm dia nominal bore as per DSR SI No.18.17.2 |
| 72 | Providing and fixing gun metal gate valve with wheel of approved quality. a) 20 mm dia nominal bore as per DSR SI No.18.17.1A |
| 73 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore as per DSR SI No.18.18.3 |
| 74 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. For 500 litres as per DSR SI No.18.48 |
| 75 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter. As per DSR SI No. 2.10.1.2 |
| 76 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design With FPS bricks of class designation 75 As per DSR SI No. 19.7.1.1 |
| 77 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design With Extra for depth of man hole size 900x800mm As per DSR SI No. 19.8.1.1 |
| 78 | Providing and fixing PVC pipe confirming to IS make work in pressure 6kg/cm2 including testing labour T&P and all complete fitting 110 mm dia as PWD SOR Ch. 23 item No. 32(iii) |
| 79 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) size 100 mm diameter S.W. pipe as per DSR SI No. 19.2.1 |
| 80 | Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm FR PVC insulatedcopper conductor single core cable in surface / recessed PVC conduit,with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required. Group C as DSR E&M Group C as per DSR E&M SI No.1.10.30 |
| 81 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire as per DSR E&M SI No.1.14.1 |
| 82 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required. 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire as per DSR E&M SI No.1.14.2 |
| 83 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required. 2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire as per DSR E&M SI No.1.14.3 |
| 84 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required : 20 mm. as per DSR E&M SI No.1.21.1 |
| 85 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required : 25 mm. as per DSR E&M SI No.1.21.2 |
| 86 | Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75 mmX75 mm) as per DSR E&M SI No.1.27.1 |
| 87 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. as per DSR E&M SI No.1.26 |
| 88 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required. as per DSR E&M SI No.1.31 |
| 89 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps. modular socket outlet and 15/16 amps. modular switch, connection, painting etc. as required. as per DSR E&M SI No.1.32 |
| 90 | Supplying and fixing following way, three pole and neutral, sheet steel, TP MCB distribution board, 415 volts,on surface /recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 6 way (4 + 18), Double door, horizontal type as per DSR E&M SI No.2.4.2 |
| 91 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. single pole as per DSR E&M SI No.2.10.1 |
| 92 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. as per DSR E&M SI No.2.11 |
| 93 | Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps. as per DSR E&M SI No.2.13.2 |
| 94 | Providing and fixing of circular / hexazonal cast ironor MS sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick MS sheetwith it top surface hacked for proer bonding, top lid shall be screwed into the cost iron/MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shal be made of 12 mm dia MS bar bent to shape as per standard drawing. as per DSR SI No.10.18 |
| 95 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) as per DSR E&M SI No.9.1.3 |
| 96 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required. 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire as per DSR E&M SI No.1.14.2 |
| 97 | S/F of recess/surface/pendent mounted 10 to 15 watt LED down lighter having powder coated die cast aluminium housing with heat sink, diffuser / reflector and driver set complete in all respect Category AAA as per PWD Electrical SOR SI No.1402 |
| 98 | Supply and fixing of LED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light onsurface complete in all respect. Category AA as per PWD Electrical SOR SI No.1413A |
| 99 | S/F of 36 watt to 46 watt indoor recess mounting LED square fitting for Armstrong ceiling having powder coated die cast aluminium housing body with extended heat sink, diffuser of special polycarbonate material and driver set complete in all respect. Category AAA as per PWD Electrical SOR SI No.1406 |
| 100 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6 sqmm cables, including tapping with insulating tape, etc. complete in all respects. as per PWD Electrical SOR SI No.1129 |
| 101 | S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal. Cat-A as per PWD Electrical SOR SI No.1033 |
| 102 | Supply and laying of ISI marked aluminum conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sqmm 2 core as per PWD Electrical SOR SI No.501 |
| 103 | Supply and laying of ISI marked aluminum conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sqmm 4 core as per PWD Electrical SOR SI No.501 |
| 104 | Supply and fixing brass nickel plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor. 10 sqmm 4 core as per PWD Electrical SOR SI No.503 |
| 105 | Supply & fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm. as per PWD Electrical SOR SI No.504 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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