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Tender Value
₹115.6 Cr
EMD Value
₹59.3 L
Closing Date
30 Dec 2025, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
12/12/2025 11:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
GSU
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where Y= 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
a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience cert
Defination of Similar Work :- Any Civil Engineering work involving construction of bridge with span of 12.2m or above excluding Foot Over Bridge.
97 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.
Name of work: Nagda-Kota Section:- Construction of 03 Nos Road Over Bridge (ROB) in lieu of LC No: 14, 28 & 35 between Nagda-Kota Section of Kota Division in West central Railway.
GSU-KOTA-10-2025~WCR
GSU-KOTA-10-2025
Open
Works - General
486 Days
Kota, Rajasthan
₹0
₹59.3 L
30 Dec 2025
1 Dec 2025
16 Dec 2025
12 Dec 2025
110 items across 5 schedules · ₹1,22,91,78,303.29 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| and per | — | — | — | — | |
| 1 | Deluxe even @ coat sqm | Sqm | 1500 | 140.05 | 2,10,075 |
| paint | — | — | — | — | |
| 2 | Two or more coats on new work | Sqm | 6280 | 131.45 | 8,25,506 |
| means within of | — | — | — | — | |
| 3 | mix | cum | 300 | 2,007.1 | 6,02,130 |
| 4 | up and plates, and | Kg | 3000 | 4.65 | 13,950 |
| 5 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. | cum | 600 | 347.9 | 2,08,740 |
| 6 | sub 8 to cm and roller the the surplus | Sqm | 26150 | 180.5 | 47,20,075 |
| 7 | work least density | cum | 5950 | 20.55 | 1,22,272.5 |
| 8 | thick and | Sqm | 26150 | 821.95 | 2,14,93,992.5 |
| coat the | — | — | — | — | |
| 9 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 26150 | 11.6 | 3,03,340 |
| hot using mm mm 100 cum and stone sand etc. paid | — | — | — | — | |
| 10 | 30 | Sqm | 26150 | 501.7 | 1,31,19,455 |
| Graded the the per desired | — | — | — | — | |
| 11 | VG- of 2% of Type TPH | cum | 2150 | 10,013.3 | 2,15,28,595 |
| fixing up face high heat or IRC by be and of the back of theft and size post ISMT base the making flats, to of & of primer be white or and coat etc. , of | — | — | — | — | |
| 12 | boards support | Each | 60 | 5,745.95 | 3,44,757 |
| 13 | near kerb jointed making sharp 5mm), as shall by | cum | 30 | 8,613.55 | 2,58,406.5 |
| 14 | and ) to (WMM) the all layers in well tonne desired per of | cum | 9200 | 2,803.65 | 2,57,93,580 |
| 15 | metre site; or tube MS with be above making long bottom size 50cm made from both as and traffic signals day tape site of to as the Rate for and job. be of | Metre | 1500 | 2,827.4 | 42,41,100 |
| 16 | 100 Precast of M-25 RCC mm @ ways all mm over be and for all all of | Sqm | 5100 | 2,617.15 | 1,33,47,465 |
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