Tender For Construction Of Aspirational Toilet At Nangal Road Near Tdi Tuscan City Ward 7 Mc Kundli
Tender Value
12.91 Lakhs
Estimated cost
Bid Submission
03 Apr 2025
0 days left
EMD
26000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kundli → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Aspirational Toilet At Nangal Road Near Tdi Tuscan City Ward 7 Mc Kundli
BOQ
| Sl. No. | Item Description |
| 1 | [10.58]Providing and fixing 1st 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. [Through Rate] |
| 2 | [10.63.1]Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 1. Size of Tile 500x500 mm [Through Rate] |
| 3 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] |
| 4 | [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 5 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 6 | [11.60]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. [Through Rate] |
| 7 | [11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [Through Rate] |
| 8 | [11.72.1]Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : 1. One coat [Through Rate] |
| 9 | [12.102.1]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 : 1. 125 mm [Through Rate] |
| 10 | [12.157.1.2]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fastenersto be paid for separately) : 1.2. For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) [Through Rate] |
| 11 | [12.157.2.2]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fastenersto be paid for separately) : 2.2. 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) Powder coated aluminium (minimum thickness of powder coating 50 micron) [Through Rate] |
| 12 | [12.158.2]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 aluminium 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. 2. Pre-laminated particle board with decorative lamination on both sides [Through Rate] |
| 13 | [12.99.1]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 : 1. 300x10 mm [Through Rate] |
| 14 | [12.99.3]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 : 3. 200x10 mm [Through Rate] |
| 15 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] |
| 16 | [2.B1151] B1151. 15 mm G.I. pipe flange [Rate] |
| 17 | [2.EL054] EL054. S.P. 15/16 A, one way modular switch, ISI marked[Rate] |
| 18 | [2.EL056] EL056. 6 pin 15/16 A modular socket outlet, ISI marked [Rate] |
| 19 | [20.56.2]Providing and screwing in brass/Gun Metal ferrules drilling and tapping Cast Iron /D.I. /G.I. pipe lines of all diameters and connections including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. (Excavation will be paid separately). 2. 10mm i/d ferrule [Through Rate] |
| 20 | [20.71.1]Supply, erection, testing of Ceiling fansIS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\" (1200mm) [Through Rate] |
| 21 | [20.72]Supplying, errection, testing of Exhaustfan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structureconfirming to latest IS specificationscomplete in all respect to satisfaction of Engineer-in-charge. [Through Rate] |
| 22 | [21.58.1.1]Construction of standard new egg shaped type sewers as per standard drawings where the invert level of the sewer is up to 1.5 meters below ground level including dressing of beds and sides of trenches to exact profiles, grades and alignment, lime concrete or cement lime sand concrete in beds, sides and in haunches with 1:3 cement sand collar joint not less than 12 mm thick on sides, 1:1 ½:3 moulded cement concrete invert accurately finishedwith neat cement rendering face specially hand moulded first class radiated brick work laid in 1:3 cement sand mortar in the side and under arch rings of the sewers and specially hand moulded first class radiated brick work laid in 1:4 cement sand mortar in the outer arch rings of the sewer laid over 1:3 cement sand collar joint not less than 12 mm in thickness formed round the inner layer of brick work and with the entire inner surface of sewer rendered with a layer of neat cement not less than 12 mm thick of 1:2 cement sand plaster and finished with a floating coat of neat cement left absolutely smooth polished and correct to template finished with two coats of sodium silicate wherever required. The rates includes the cost of accurately planed and fitted centring and supports for all works as well as for all curves bends, falls and other special works and the cleaning out of the sewers throughout their lengths. sodium silicate shall be supplied free of cost at the stores of the Engineer-in-charge. The finished inside dimension of egg shaped sewer being. 1.1. 610 mmx 915 mm - Cost with lime concrete [Through Rate] |
| 23 | [22.1.3]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: 3. White vitreous chinaware Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps [Through Rate] |
| 24 | [22.101.2.1]Providing and fixing Unplasticised PVC connection pipe with brass unions : 2.1. 45 cm length 15 mm nominal bore [Through Rate] |
| 25 | [22.103.2]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore [Through Rate] |
| 26 | [22.163.2]Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 2. 150 mm diameter [Through Rate] |
| 27 | [22.166.1.1]Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 1.1. 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 28 | [22.181]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. [Through Rate] |
| 29 | [22.19]Providing and fixing 100 mm sand cast Iron grating for gully trap. [Through Rate] |
| 30 | [22.209]Providing and fixing 600x450 mm bevelled 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. [Through Rate] |
| 31 | [22.22.1]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: 1. White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests [Through Rate] |
| 32 | [22.26.2]Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 2. Single half stall urinal with manually operated5 litre P.V.C. flushing cistern and manually operated stop cock/ angle valve [Through Rate] |
| 33 | [22.33]Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. [Through Rate] |
| 34 | [22.51.1.1]Providing and fixing soil, waste and vent pipes : 1.1. 100 mm dia Sand cast iron S&S pipe as per IS: 1729 [Through Rate] |
| 35 | [22.82.1]Cutting holes up to 30x30 cm in walls including making good the same: 1. With common burnt clay non-modular bricks [Through Rate] |
| 36 | [22.83]Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. [Through Rate] |
| 37 | [22.86.1]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and 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. 1. 15 mm nominal outer dia Pipes [Through Rate] |
| 38 | [22.86.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and 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. 2. 20 mm nominal outer dia Pipes [Through Rate] |
| 39 | [22.88.4]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 4. 32 mm dia nominal bore [Through Rate] |
| 40 | [22.97.1]Providing and fixing brass stop cock of approved quality : 1. 15 mm nominal bore [Through Rate] |
| 41 | [23.22.5.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.3. Supply and erection of miniature circuit Breaker240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE [Through Rate] |
| 42 | [23.5.1.2]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 1.2. Wiring only in 1.5 sqmm PVC insulated copper conductor cable for LIGHT/FAN/Call bell point in existing conduit pipe and MS boxes including cost of Bakelite cover for MS box, switch, wall socket, ceiling rose/connector etc. Group B [Through Rate] |
| 43 | [23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate] |
| 44 | [23.8.3.4]FITTING AND ACCESSORIES 3.4. Supply and erection of suitable MS/GI Box covered with 5 mm thick Bakelite sheetas below 200 mm X 150 mm X 60 mm deep metal box [Through Rate] |
| 45 | [24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate] |
| 46 | [28.2]Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimetre per sqm including preparation of surface but excluding grading, complete. [Through Rate] |
| 47 | [30.88.1]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 : 1. For pipes 100 to 250 mm diameter [Through Rate] |
| 48 | [34.10.1]Informatory sign board 600x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 49 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 50 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] |
| 51 | [5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials 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. [ThroughRate] |
| 52 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 53 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 54 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 55 | [6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate] |
| 56 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 57 | [6.30.16.1]Centering and shuttering including strutting, propping etc. and removal of form for 16.1. Edges of slabs and breaks in floors and wallsUnder 20 cm wide [Through Rate] |
| 58 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 59 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 60 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 61 | [6.9.1]Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 1. 50 mm thick [Through Rate] |
| 62 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 63 | [7.28.1]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 1. Cement mortar 1:3 (1 cement :3 coarse sand) [Through Rate] |
| 64 | [8.30.2]Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 2. Granite Stone of approved shade [Through Rate] |
| 65 | [9.11.1]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: 1. With common burnt clay non-modular brick tile of class designation 10 [Through Rate] |
| 66 | [9.17.1]Providing gola 75x75 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 : 1. In 75x75 mm deep chase [Through Rate] |
| 67 | [9.18]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 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate] |
| 68 | Providing and fixing to the inletmouth of rain water pipe PTMT (anEngineering Thermoplastic) gratingsquare (Slit) 150 mm square with aheight of 8 mm and weighing notless than 100 gms. |
| 69 | Providing and fixing small PVC dustbins with Lid of superior quality inladies and gents toilet complete in allrespects as per satisfaction of E.I.C.(NSI) |
| 70 | Supply, Installation, Testing andCommissioning of 1KW SolarSystem complete in all respects(NSI) |
| 71 | Providing and Installation the ISImarked (Capacity 02 Kg each) ABCType Fire Extinguishers complete inall respects as per the satisfaction ofEngineer-In-Charge (NSI) |
| 72 | T-Base for Overhead water tanks(NSI) |
| 73 | Cleaning Equipments andConsumables (NSI) |
| 74 | Stainless Steel Sign Board foridentification of Toilet Units as perthe satisfaction of Engineer-InCharge (NSI) |
| 75 | Providing and fixing Indian makehand dryer including the cost ofgutties, screws, Electric wire, 3 pin top 5 amp Complete in all respects.(NSI) |
| 76 | Providing and fixing LED tube light4 x 1 x 40 watt type includingconnections, wire complete in allrespect (NSI) |
| 77 | Making suitable size wall nicheminimum 2`-0`x 3`-0` includingcement plastering from inside ofniche, wooden plank for sheet metal,iron clad switch gear including thecost of PVC shutter with lockingarrangement, Chowkhats completein all respects. (NSI) |
| 78 | Providing and fixing of shoes polishmachine of reputed make (NSI) |
| 79 | Providing and fixing SanitaryNapkin and Facemask IncinerationMachine 50 peieces/day (NSI) |
| 80 | Providing and painting of apexoutside the toilet (NSI) |
| 81 | Providing and Installation ofRainwater Harvesting Systemcomplete in all respects i/c 1000 ltrtank, CPVC connections pipes fromRWH Tank to Overhead Tank withfixtures and ball valves, 100 mm:inlet pipe with filter and theirconnections, SITC of SubmersiblePump Set of 0.5 HP etc. as per thedirections/satisfaction of EngineerIn-Charge (NSI) |
| 82 | Providing and Placing PVC mat15mm thick (NSI) |
| 83 | Bottle trap 31mm single piecemoulded with height of 270 mm,effective length of tail pipe 260 mmfrom the centre of the wastecoupling, 77 mm breadth with 25mm minimum water seal, weighingnot less than 260 gms |
| 84 | 2 Seater Stainless Steel Waiting Chair (NSI) |
| 85 | SITC of Feedback mechanism inToilet |
| 86 | Providing and fixing 50 Watt LED flood light with bracket outside on the wall complete in all respects.(NSI) |
| 87 | Providing and fixing C.P. brass bibcock of approved make qualityconforming to IS 8931, Prismatic 15 mm nominal bore |
| 88 | Providing and fixing C.P. brass autoclosing concealed urinal press matictaps |
| 89 | Providing and fixing water metercover made out of MS angle frame25mmx25mmx shutter20mmx20mmx5mm MS sheet 18gauge with locking arrangementprimer painting complete in allrespects |
| 90 | Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1metre long with S.S. triangular plateto European type W.C |
| 91 | Providing and fixing C.P. brassangle valve for basin mixer andgeyser points of approved qualityconforming to IS:8931 (22.108 |
| 92 | Supplying and fixing following way,single pole and neutral, sheet steel,MCB distribution board consumerunit 240 volts, on surface/recess,complete with timed copper bus barneutral bus bar, earth bus bar, hingedfront acrylic cover for the MCBknobs, detachable gland plate,interconnections, phosphatized andpowder painted including earthlingetc. as required (But without MCB/RCCB/ Isolator) 2plus4 way (2.7.4) |
AI Tender Summary
Tender Timeline
Mar 21, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedApr 03, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 03, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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