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Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
10 Mar 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
71 conditions · 2 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 Div: Provision of TYPE-IV Quaters for ADEN, ADSTE, ADEE/TRD at BTE station
35-2026~WCR
35-2026
Open
Works - General
9 Months
Kota, Rajasthan
₹0
₹2.3 L
10 Mar 2026
12 Feb 2026
24 Feb 2026
135 items across 2 schedules · ₹1,73,31,971.19 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1200 | 286.85 | 3,44,220 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 80 | 253.95 | 20,316 |
| 3 | All kinds of soil | cum | 400 | 104.5 | 41,800 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 192 | 2,161.2 | 4,14,950.4 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 300 | 6,833.4 | 20,50,020 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 160 | 307.95 | 49,272 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 968 | 766.55 | 7,42,020.4 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 680 | 608.35 | 4,13,678 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 124 | 804.25 | 99,727 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16000 | 89.65 | 14,34,400 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24000 | 89.65 | 21,51,600 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 56 | 8,683.8 | 4,86,292.8 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 88 | 10,306.2 | 9,06,945.6 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 48 | 8,288.35 | 3,97,840.8 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 400 | 6,653.45 | 26,61,380 |
| 16 | Area of slab over 0.50 sqm | Sqm | 80 | 4,425.35 | 3,54,028 |
| 17 | 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 | 80 | 1,063.45 | 85,076 |
| 18 | Sal wood | cum | 2 | 1,06,720.85 | 2,13,441.7 |
| 19 | 35 mm thick shutters | Sqm | 52 | 3,704.45 | 1,92,631.4 |
| 20 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 24 | 1,897.1 | 45,530.4 |
| 21 | Second class teak wood | Sqm | 52 | 4,342.3 | 2,25,799.6 |
| 22 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 64 | 511.55 | 32,739.2 |
| 23 | Fixed to steel windows by welding | Kg | 1040 | 181 | 1,88,240 |
| 24 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 160 | 194.35 | 31,096 |
| 25 | 250x16 mm | Each | 48 | 234.9 | 11,275.2 |
| 26 | 150x10 mm | Each | 72 | 75.55 | 5,439.6 |
| 27 | 100 mm | Each | 64 | 53.25 | 3,408 |
| 28 | Twin rubber stopper | Each | 24 | 62.25 | 1,494 |
| 29 | Extruded section profile size 48x40 mm | Metre | 16 | 232.55 | 3,720.8 |
| 30 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 16 | 2,008.55 | 32,136.8 |
| 31 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in- Charge | Sqm | 8 | 1,982.7 | 15,861.6 |
| 32 | With 2nd class teak wood beading 62X19 mm | Sqm | 50 | 1,404.25 | 70,212.5 |
| 33 | Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). | Sqm | 40 | 7,821.15 | 3,12,846 |
| 34 | Dark shade pigment using ordinary cement | Sqm | 80 | 983.95 | 78,716 |
| 35 | 25 mm thick | Sqm | 36 | 1,706.6 | 61,437.6 |
| 36 | Kota stone slabs 20 mm 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. | Sqm | 12 | 2,038.55 | 24,462.6 |
| 37 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. | Sqm | 24 | 935.6 | 22,454.4 |
| 38 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 39 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 40 | 110 mm | Each | 7 | 119.95 | 839.65 |
| 41 | 110x110x110 mm | Each | 7 | 205.45 | 1,438.15 |
| 42 | 110 mm Shoe | Each | 7 | 115.95 | 811.65 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 1280 | 324.3 | 4,15,104 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 361.3 | 72,260 |
| 45 | New work (three or more coats) | Sqm | 80 | 32.45 | 2,596 |
| 46 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 1200 | 154.45 | 1,85,340 |
| 47 | Two or more coats on new work | Sqm | 80 | 131.45 | 10,516 |
| 48 | 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 | 800 | 123.85 | 99,080 |
| 49 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 160 | 701.95 | 1,12,312 |
| 50 | In lime mortar | cum | 160 | 954.8 | 1,52,768 |
| 51 | R.S. Joists | Kg | 201 | 2.8 | 562.8 |
| 52 | 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 | 320 | 219.35 | 70,192 |
| 53 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 160 | 821.95 | 1,31,512 |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 5,540.55 | 16,621.65 |
| 56 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 3 | 1,500.05 | 4,500.15 |
| 57 | 610x510 mm bowl depth 200 mm | Each | 3 | 4,274.4 | 12,823.2 |
| 58 | 32 mm dia | Each | 9 | 90.95 | 818.55 |
| 59 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 3 | 146.3 | 438.9 |
| 60 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 3 | 204.7 | 614.1 |
| 61 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 3 | 573.6 | 1,720.8 |
| 62 | 15 mm dia nominal bore | Metre | 102 | 304.15 | 31,023.3 |
| 63 | 15 mm dia nominal bore | Metre | 43 | 485.2 | 20,863.6 |
| 64 | 20 mm dia nominal bore | Metre | 28 | 541.1 | 15,150.8 |
| 65 | 25 mm dia nominal bore | Metre | 255 | 417.95 | 1,06,577.25 |
| 66 | 50 mm dia nominal bore | Metre | 255 | 654.2 | 1,66,821 |
| 67 | Horizontal | Each | 6 | 506.65 | 3,039.9 |
| 68 | 15 mm nominal bore | Each | 6 | 74.8 | 448.8 |
| 69 | 15 mm nominal bore | Each | 15 | 262.3 | 3,934.5 |
| 70 | 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. | Litre | 3000 | 9.7 | 29,100 |
| 71 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 109.85 | 659.1 |
| 72 | 100 mm nominal dia | Each | 6 | 33.2 | 199.2 |
| 73 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 6 | 161.55 | 969.3 |
| 74 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 6 | 136.6 | 819.6 |
| 75 | 15 mm nominal bore, weighing not less than 32 gms | Each | 6 | 43.05 | 258.3 |
| Schedule total | ₹1,62,15,906.2 | ||||
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