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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹5.4 L
Closing Date
30 Oct 2026, 3:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
75 conditions · 3 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Kota Division: Comprehensive repair of facade, Administrative building, conference room & section offices and Construction of male changing room and rooms above PPIO in Electric Loco Shed Tughlakabad.
182-2026~WCR
182-2026
Open
Works - General
8 Months
Kota, Rajasthan
₹0
₹5.4 L
7 Oct 2026
7 Oct 2026
16 Oct 2026
122 items across 2 schedules · ₹16,76,590.47 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 491 | 494.1 | 2,42,603.1 |
| 2 | All kinds of soil | cum | 350 | 177.5 | 62,125 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 140 | 196 | 27,440 |
| 4 | All kinds of soil | Sqm | 500 | 34.15 | 17,075 |
| 5 | 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) | cum | 10 | 7,878.5 | 78,785 |
| 6 | 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) | cum | 67 | 7,294.7 | 4,88,744.9 |
| 7 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 30 | 9,568.25 | 2,87,047.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 392.15 | 1,96,075 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 900 | 927.25 | 8,34,525 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1100 | 736.4 | 8,10,040 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1000 | 961.3 | 9,61,300 |
| 12 | Stairs, (excluding landings) except spiral-staircases | Sqm | 48 | 764.95 | 36,717.6 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 107.85 | 12,94,200 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 35000 | 107.85 | 37,74,750 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 150 | 9,655.7 | 14,48,355 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 350 | 10,011.35 | 35,03,972.5 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 85 | 7,370.65 | 6,26,505.25 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 250 | 9,344.35 | 23,36,087.5 |
| 20 | Red sand stone | Sqm | 100 | 14,931.55 | 14,93,155 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 1 | 5,413.5 | 5,413.5 |
| 22 | Area of slab over 0.50 sqm | Sqm | 1 | 5,136.3 | 5,136.3 |
| 23 | Granite work | Metre | 1 | 510.95 | 510.95 |
| 24 | 12 mm thick | Sqm | 250 | 1,430.2 | 3,57,550 |
| 25 | 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. | Sqm | 150 | 1,267.95 | 1,90,192.5 |
| 26 | Second class teak wood | cum | 5 | 1,42,949.7 | 7,14,748.5 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 12 | 3,473.85 | 41,686.2 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,167.95 | 1,90,077 |
| 29 | 250x16 mm | Each | 60 | 193.7 | 11,622 |
| 30 | 150x10 mm | Each | 60 | 59.45 | 3,567 |
| 31 | 125 mm | Each | 60 | 39.95 | 2,397 |
| 32 | 100X58X1.90 mm | Each | 60 | 107.1 | 6,426 |
| 33 | 250x16 mm | Each | 30 | 260.6 | 7,818 |
| 34 | 150x10 mm | Each | 30 | 82.55 | 2,476.5 |
| 35 | 125 mm | Each | 40 | 66.25 | 2,650 |
| 36 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 100 | 570.95 | 57,095 |
| 37 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 40 | 4,488.95 | 1,79,558 |
| 38 | Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). | Sqm | 250 | 9,888.35 | 24,72,087.5 |
| 39 | 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 mixed @ 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. | Sqm | 1 | 1,056.15 | 1,056.15 |
| 40 | 25 mm thick | Sqm | 350 | 1,948.25 | 6,81,887.5 |
| 41 | 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. | Sqm | 70 | 1,330 | 93,100 |
| 42 | Size of Tile 600x600 mm | Sqm | 10 | 1,553.45 | 15,534.5 |
| 43 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 800 | 3,186.7 | 25,49,360 |
| 44 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 4,481.3 | 4,48,130 |
| 45 | 110 mm diameter | Metre | 20 | 377.4 | 7,548 |
| 46 | 110 mm | Each | 3 | 136.15 | 408.45 |
| 47 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 48 | 110 mm Shoe | Each | 3 | 131.85 | 395.55 |
| 49 | 110 mm | Each | 3 | 371.3 | 1,113.9 |
| 50 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 Engineer-in-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. | Sqm | 100 | 738.65 | 73,865 |
| 51 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 1 | 1,572.3 | 1,572.3 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm | 2500 | 347.05 | 8,67,625 |
| 53 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 471.35 | 4,71,350 |
| 54 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 800 | 223.6 | 1,78,880 |
| 55 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 3000 | 193.7 | 5,81,100 |
| 56 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 57 | 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. | Sqm | 3500 | 156.05 | 5,46,175 |
| 58 | Old work (one or more coats) | Sqm | 500 | 62.7 | 31,350 |
| 59 | Two coats | Sqm | 3000 | 137.45 | 4,12,350 |
| 60 | One or more coats on old work | Sqm | 350 | 102.8 | 35,980 |
| 61 | One or more coats on old work | Sqm | 1000 | 96 | 96,000 |
| 62 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 200 | 547.4 | 1,09,480 |
| 63 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 600 | 338.25 | 2,02,950 |
| 64 | 3 mm thick | Sqm | 3000 | 560.95 | 16,82,850 |
| 65 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 66 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 10 | 3,551.25 | 35,512.5 |
| 67 | In cement mortar | cum | 40 | 2,060.2 | 82,408 |
| 68 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 69 | Of area beyond 3 sq. metres | Each | 30 | 502.75 | 15,082.5 |
| 70 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1500 | 5.65 | 8,475 |
| 71 | 15 mm to 40 mm nominal bore | Metre | 100 | 149.8 | 14,980 |
| 72 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 100 | 54.65 | 5,465 |
| 73 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 500 | 56.35 | 28,175 |
| 74 | 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. | cum | 3 | 263.95 | 791.85 |
| 75 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 76 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 77 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 8 | 18,212.9 | 1,45,703.2 |
| 78 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 100 | 318.35 | 31,835 |
| 79 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 50 | 362.9 | 18,145 |
| 80 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 50 | 515.2 | 25,760 |
| 81 | 150 mm diameter | Each | 2 | 222.35 | 444.7 |
| 82 | 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. | Per Litre | 2000 | 11 | 22,000 |
| 83 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 84 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 85 | 15 mm nominal bore | Each | 3 | 670.45 | 2,011.35 |
| 86 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 87 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 530.9 | 2,65,450 |
| 88 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 89 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 150 | 1,176.8 | 1,76,520 |
| 90 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 100 | 5,325.9 | 5,32,590 |
| 91 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 100 | 8,042.3 | 8,04,230 |
| 92 | 50mm average thickness | Sqm | 2 | 256.35 | 512.7 |
| 93 | 25 mm average thickness | Sqm | 30 | 126.75 | 3,802.5 |
| 94 | Bars upto 12 mm diameter | Metre | 2 | 8.25 | 16.5 |
| 95 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 100 | 141.2 | 14,120 |
| 96 | 12 mm average thickness. | Sqm | 30 | 388.65 | 11,659.5 |
| 97 | 25 mm average thickness in 2 layers. | Sqm | 100 | 587.35 | 58,735 |
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