Tender For Repair Of Dhobhi Ghat In Sector 20, Chandigarh.
Tender Value
56.33 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
2 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair Of Dhobhi Ghat In Sector 20, Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old plaster/ Chips or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR 15.56 ) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 3 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 15.2.1 |
| 4 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) |
| 5 | Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar (DSR: 15.7.4) |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (2.6.1 -2.36) |
| 7 | Carriage of earth by mechanical transport at authorized Dumping Ground i/e loading/ unloading lead of 5.00 km. (DSR 1.1.2) |
| 8 | Supplying and filling in plinth with choe sand under floors including, watering, ramming consolidating and dressing complete. (DSR .2.27) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) (DSR: 4.1.10 A) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : |
| 12 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%). DSR 4.1.2A |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels,Edges of slabs and breaks in floors and walls Under 20 cm wide (DSR 5.9.16.1) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR 5.22.6) |
| 15 | 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 floor tiles polished finish : Size of Tile 600 x 600 mm DSR 11.41.2 |
| 16 | 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 600mmx300mm 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.(DSR 8.31) |
| 17 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red or as approved by Engineer InchargeArea of slab over 0.50 sqm (DSR 8.2.2.2) |
| 18 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)(DSR 13.1.2) |
| 19 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement : 4 fine sand) (DSR 13.2.1) |
| 20 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) Section 5\\"x1.75\\" For fixed portion 21.1.1.2 |
| 21 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.2.2 |
| 22 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge.Pre-laminated particle board with decorative lamination on both sides 21.2.2 |
| 23 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete250x16 mm (DSR 9.96.2) |
| 24 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 25 | 250x10 mm (DSR 9.97.2) |
| 26 | 150x10 mm (DSR 9.97.4) |
| 27 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 28 | 125 mm (DSR 9.100.1) |
| 29 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 30 | Twin rubber stopper (DSR 9.101.2) |
| 31 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : 25 mm thick (DSR 11.26.1) |
| 32 | Kota stone slab 20mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete. (DSR 11.27) |
| 33 | Pointing on brick work or brick flooring with cement mortar 1:3 (: 1 cement : 3 fine sand) ( Flush/Ruled/Stuck or weathered pointing )(DSR 13.31.1) |
| 34 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) :Light shade pigment with white cement (DSR 11.12.1.2) |
| 35 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, ove the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 |
| 36 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 Sqm). DSR 13.44.1 |
| 37 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60 |
| 38 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). (DSR 13.46.1) |
| 39 | Painting top of roofs with bitumen of approved quality @ 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cum per 10 sqm, including cleaning the slab surface ith brushes and finally with a piece of cloth lighlty soaked in kerosene oil complete : with residual type petroleum bitumen of grade VG-10 (DSR 12.15.1) |
| 40 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : With common burnt clay F.P.S.(non modular) brick tile of class designation 10.(DSR : 12.16.1) |
| 41 | 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 P.V.C. sheet 1mx 1mx 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete. (DSR 12.22) |
| 42 | Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design : In 75 x 75 mm deep chase (D.S.R 12.21.1) |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate ) 20 mm nominal size. complete in all respect to the entire satisfaction of the Engineer-in-charge. (DSR 4.1.3) |
| 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 (DSR 17.1.1) |
| 45 | 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 flushing cistern with standard flush 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 : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern (DSR 17.4.2) |
| 46 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. (DSR 17.7B) |
| 47 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.(DSR 17.16A) |
| 48 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe.40 mm dia (DSR 17.28.2.2) |
| 49 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm (DSR 17.32.2) |
| 50 | Providing and fixing soil, waste and vent pipes :100 mm dia.Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1) |
| 51 | 100 mm dia |
| 52 | Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1) |
| 53 | 75 mm diameter : |
| 54 | Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.2.1) |
| 55 | 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. Pipes |
| 56 | 100 mm dia pipe (17.36.2) |
| 57 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 58 | For 100 mm dia pipe (DSR 17.37.1) |
| 59 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm dia. Sand cast iron S&S as per IS - 1729 (DSR 17.38.1.1) |
| 60 | Providing and fixing plain bend of required degree.100 mm dia.Sand cast iron S&S as per IS - 1729 (DSR 17.39.1.2) |
| 61 | Providing and fixing PTMT urinal cock of approved quality and colour.15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48gms (DSR 17.76.1) |
| 62 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :15 mm dia nominal bore (DSR 18.11.1) |
| 63 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 20 mm dia nominal bore DSR 18.12.2) |
| 64 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for gutter, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.32.1) |
| 65 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 66 | 15 mm nominal bore (DSR 18.46.1) |
| 67 | 20 mm nominal bore (DSR 18.46.2) |
| 68 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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. (DSR 18.48) |
| 69 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.54.1) |
| 70 | Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.55.1) |
| 71 | Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (DSR 18.56.2) |
| 72 | Providing and fixing PTMT grating of approved quality and colour.100 mm nominal dia (18.58.1.1) |
| 73 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms (DSR 18.63) |
| 74 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DSR 18.65) |
| 75 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 76 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : |
| 77 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.7.3.1) |
| 78 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 79 | For pipes 100 to 250 mm diameter (DSR 19.21.1) |
| 80 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 81 | Providing and fixing 2'-0\\" high Steel jaffery consisting of 16mm gauge M.S sheet strips welded with MS angle 40x40x6mm frame fixed in boundary wall with 9\\" long anchorage in cement concrete 1:2:4 block with sheet strip height 2'-0\\" and extra 3\\" gap shall be with top of wall after making dismantling of wall and repair after fixing of jafferycomplete in all respect as per drg & job to the entire satisfaction of the Engineer-in-Charge. (Only MS sheet strip area to be measured for payment) |
| 82 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratingd,frames,guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 83 | Painting with synthetic enamel paint of approved brand and : Two or more coats on new work (DSR 13.61.1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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