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Tender Value
₹1.2 Cr
EMD Value
₹2.1 L
Closing Date
16 Apr 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.
74 conditions · 1 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-COR Section: Construction of S&T Building in connection with Interlocking of LC No: 06, 55, 66 (KOTA-COR) under the jurisdiction of ADEN/C/Kota.
62-2026
62-2026
Open
Works - General
9 Months
Kota, Rajasthan
₹0
₹2.1 L
16 Apr 2026
23 Mar 2026
2 Apr 2026
40 items across 1 schedule · ₹1,13,06,811.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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 | 102.26 | 196 | 20,042.96 |
| 4 | All kinds of soil | cum | 67.1 | 126.8 | 8,508.28 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 63.9 | 2,123.75 | 1,35,707.63 |
| 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 | 95.85 | 7,294.7 | 6,99,197 |
| 7 | Foundations, footings, bases for columns | Sqm | 194.9 | 392.15 | 76,430.04 |
| 8 | 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) | cum | 89.46 | 9,045.75 | 8,09,232.8 |
| 9 | cum | 105.43 | 11,505.5 | 12,13,024.87 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 319.5 | 392.15 | 1,25,291.93 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 399.38 | 927.25 | 3,70,325.11 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 319.5 | 736.4 | 2,35,279.8 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 319.5 | 961.3 | 3,07,135.35 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20032.65 | 107.85 | 21,60,521.3 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 153.36 | 8,962.35 | 13,74,466 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 108.63 | 7,311.25 | 7,94,221.09 |
| 17 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 31.95 | 3,473.85 | 1,10,989.51 |
| 18 | Second class teak wood | Sqm | 22.37 | 4,852.3 | 1,08,545.95 |
| 19 | 300x16 mm | Each | 19 | 303.25 | 5,761.75 |
| 20 | 300x10 mm | Each | 10 | 130.1 | 1,301 |
| 21 | 125 mm | Each | 38 | 66.25 | 2,517.5 |
| 22 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 23 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2587.95 | 133.7 | 3,46,008.92 |
| 24 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 143.78 | 583.3 | 83,866.87 |
| 25 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 89.46 | 8,595.15 | 7,68,922.12 |
| 26 | Acid and alkali resistant tile | Sqm | 127.8 | 1,738.15 | 2,22,135.57 |
| 27 | Acid and alkali resistant tile | Sqm | 111.82 | 1,884.9 | 2,10,769.52 |
| 28 | 25 mm thick | Sqm | 12.78 | 1,948.25 | 24,898.64 |
| 29 | 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 | 9.59 | 2,354.7 | 22,581.57 |
| 30 | 110 mm diameter | Metre | 86.27 | 377.4 | 32,558.3 |
| 31 | 110 mm | Each | 38 | 136.15 | 5,173.7 |
| 32 | 110 mm Shoe | Each | 19 | 131.85 | 2,505.15 |
| 33 | 110 mm | Each | 96 | 371.3 | 35,644.8 |
| 34 | 1:4 (1 cement: 4 fine sand) | Sqm | 1293.98 | 347.05 | 4,49,075.76 |
| 35 | New work (three or more coats) | Sqm | 111.83 | 39.05 | 4,366.96 |
| 36 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 351.46 | 185.65 | 65,248.55 |
| 37 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 511.2 | 116.9 | 59,759.28 |
| 38 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 54.45 | 36.1 | 1,965.65 |
| 39 | Two or more coats on new work | Sqm | 63.9 | 155.9 | 9,962.01 |
| 40 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 287.55 | 218.9 | 62,944.7 |
| 41 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 71.89 | 1,046.95 | 75,265.24 |
| 42 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 159.75 | 1,176.8 | 1,87,993.8 |
| Schedule total | ₹1,13,06,811.04 | ||||
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