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Tender Value
₹2.4 Cr
EMD Value
₹2.7 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
Deposit Work
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.
Provision of basic infrastructure i.e. gateman duty room, road work, lifting barrier, fencing & indicator boards etc. in connection with Manning of unmanned level crossing on Kota Super Thermal Power Station Railway Siding between Kota"C" cabin to Sakatpura & Gurla to Tirath stations under ADEN/Central/Kota. (Total 13 Nos)
59-2026
59-2026
Open
Works - General
6 Months
Kota, Rajasthan
₹0
₹2.7 L
16 Apr 2026
23 Mar 2026
2 Apr 2026
24 items across 3 schedules · ₹2,49,95,984.11 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in rough excavation, banking earth in layers not exceeding 20cm breaking clods, watering, rolling each 1/2 tonne roller or wooden or steel and rolling every 3rd and top-most power roller of minimum 8 tonnes up in embankments for roads, marginal banks and guide banks or ground depressions, lead upto 50 m 1.5 m : | — | — | — | — | |
| 1 | soil | cum | 2568 | 862.7 | 22,15,413.6 |
| in excavation by mechanical means excavator)/manual means over areas 30 cm in depth, 1.5 m in width as sqm on plan) including getting out of excavated earth lead upto 50 m 1.5 m, as directed by Engineer-in- | — | — | — | — | |
| 2 | soil | cum | 171.2 | 205.45 | 35,173.04 |
| WORK | — | — | — | — | |
| CONCRETE (CAST IN SITU) | — | — | — | — | |
| and laying in position cement specified grade excluding the cost and shuttering - All work up to : | — | — | — | — | |
| 3 | cement : 2 coarse sand (zone-III) natural sources : 4 graded stone 20 mm nominal size derived from sources) | cum | 256.8 | 7,365.15 | 18,91,370.52 |
| 4 | Cement : 3 coarse sand (zone-III) natural sources: 6 graded stone 40 mm nominal size derived from sources) | cum | 171.2 | 6,670.25 | 11,41,946.8 |
| 5 | steel work riveted, bolted or welded sections, trusses and framed work, cutting, hoisting, fixing in position and priming coat of approved steel complete. | Kg | 25664.9 | 111.95 | 28,73,185.56 |
| FINISHING | — | — | — | — | |
| with Deluxe Multi surface paint system and exteriors using Primer as per specifications : | — | — | — | — | |
| 6 | Steel work with Deluxe Multi Surface an even shade. Two or more coat 0.90 ltr/10 sqm over an under coat of @ 0.80 ltr/10 sqm of approved manufacture | Sqm | 1028 | 140.05 | 1,43,971.4 |
| Schedule total | ₹83,01,060.92 | ||||
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nit.pdf
NIT
ApprovedBrandListTill11.11.25.pdf
ATTACHMENT
W-350-4-4-71ScopeSpl.Conditions.pdf
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TENDERDOCUMENT56-2026approvedforuploading.pdf
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ANNEXURE-PCECIRCULAR2016-17-ilovepdf-compressed1-compressed.pdf
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Vigilamceguidelines-PublicProcurement.pdf
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