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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
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
10 Nov 2026, 11:00 am
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
(PH-31)
SR DEN 1
23 conditions · 4 needing a document upload
Financial Eligibility Criteria: 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.
Each page of the copy of documents/certificates in support of Special Financial Criteria, submitted by the tenderer, shall be self attested/ digitally signed by the tenderer or authorized representative of the tendering firm. Self attestation shall include signature, stamp and date (on each page).
Note Explanation for Financial Eligibility criteria clause, contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Eligibility criteria: - 1 (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) (i) 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 Contract or 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 fulfilment 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.
Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note:- Substantially Completed Work :- Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. Note for item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate as per format prescribed in Annexure "W" duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer.
Each page of the copy of the documents/ certificates in support of Special Technical Criteria, submitted by the tenderer, shall be duly self attested/digitally signed by the tenderer (Self Attestation shall include signature, date & stamp of the tenderer).
Tenderer has to submit details of Employment/partnership etc of Retired Railway Employees as per Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up- todate and as given in para 24.1 of "General instructions to tenderer" attached with tender document. Tender without the information above referred to or a statement to the effect that no such retired engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be, shall b e rejected. Format given in Annexure-J in attached documents.
Note Explanation for clause 10 including 10.1, contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
As per Rly Bd's letter No.2017/Trans/01/Policy, dt.08.02.2018 Multiple L1:- In case of more than one L-1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year up to the date of opening of tender may be selected for award.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Creation of RGM Siding at Mandhar and Kumhari under the jurisdiction of ADEN/I/Bhilai.
E-R-T-104-26-27~SECR
E-R-T-104-26-27
Open
Works - General
12 Months
Raipur, Chhattisgarh
₹0
₹12.6 L
13 Oct 2026
13 Oct 2026
27 Oct 2026
63 items across 1 schedule · ₹5,95,28,522.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 220 | 177.5 | 39,050 |
| 2 | All kinds of soil. | cum | 195 | 260.3 | 50,758.5 |
| 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 | 16000 | 196 | 31,36,000 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 125 | 2,123.75 | 2,65,468.75 |
| 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 | 110 | 7,878.5 | 8,66,635 |
| 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 | 190 | 7,294.7 | 13,85,993 |
| 7 | Foundations, footings, bases for columns | Sqm | 500 | 392.15 | 1,96,075 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 510 | 9,212.6 | 46,98,426 |
| 9 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 610 | 9,568.25 | 58,36,632.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 470 | 392.15 | 1,84,310.5 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 700 | 842.5 | 5,89,750 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 927.25 | 74,180 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 390 | 736.4 | 2,87,196 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 492 | 961.3 | 4,72,959.6 |
| 15 | Arches, domes, vaults up to 6 m span | Sqm | 140 | 2,154.35 | 3,01,609 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 43492 | 107.85 | 46,90,612.2 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 29854 | 107.85 | 32,19,753.9 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 580 | 9,504.75 | 55,12,755 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 270 | 9,860.4 | 26,62,308 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 7,132.25 | 4,27,935 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,095.05 | 9,09,505 |
| 22 | Area of slab over 0.50 sqm | Sqm | 40 | 5,136.3 | 2,05,452 |
| 23 | 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 | 500 | 1,267.95 | 6,33,975 |
| 24 | Sal wood | cum | 20 | 1,16,520.3 | 23,30,406 |
| 25 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 60 | 1,800.45 | 1,08,027 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,473.85 | 1,04,215.5 |
| 27 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2400 | 117.35 | 2,81,640 |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 20300 | 172.6 | 35,03,780 |
| 29 | Dark shade pigment using ordinary cement | Sqm | 200 | 1,119.5 | 2,23,900 |
| 30 | Size of Tile 500x500 mm | Sqm | 80 | 1,524.3 | 1,21,944 |
| 31 | 12 mm thick | Sqm | 60 | 966.6 | 57,996 |
| 32 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 33 | 1:6 (1 cement: 6 fine sand) | Sqm | 700 | 383 | 2,68,100 |
| 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 300 | 262.7 | 78,810 |
| 35 | 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 | 300 | 185.65 | 55,695 |
| 36 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 700 | 116.9 | 81,830 |
| 37 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 300 | 170.7 | 51,210 |
| 38 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 39 | 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 | 75 | 3,551.25 | 2,66,343.75 |
| 40 | In cement mortar | cum | 90 | 2,060.2 | 1,85,418 |
| 41 | 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 | 11000 | 218.9 | 24,07,900 |
| 42 | 53 mm to 22.4 mm size stone aggregate | cum | 990 | 1,842.3 | 18,23,877 |
| 43 | 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 | 990 | 1,046.95 | 10,36,480.5 |
| 44 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 4320 | 60.5 | 2,61,360 |
| 45 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 4320 | 281 | 12,13,920 |
| 46 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 4320 | 88.55 | 3,82,536 |
| 47 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 1100 | 375.8 | 4,13,380 |
| 48 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 357 | 11,032.2 | 39,38,495.4 |
| 49 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,301.75 | 9,207 |
| 50 | 100 mm nominal dia Pipes | Metre | 300 | 3,271.7 | 9,81,510 |
| 51 | 15 mm dia nominal bore | Metre | 100 | 580.45 | 58,045 |
| 52 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 53 | 25 mm dia nominal bore | Metre | 200 | 467.75 | 93,550 |
| 54 | 50 mm dia nominal bore | Metre | 400 | 762.15 | 3,04,860 |
| 55 | 80 mm dia nominal bore | Metre | 600 | 1,041.7 | 6,25,020 |
| 56 | 50 mm nominal bore | Each | 184 | 1,026.65 | 1,88,903.6 |
| 57 | 25 mm nominal bore | Each | 22 | 464.05 | 10,209.1 |
| 58 | Horizontal | Each | 4 | 1,371.2 | 5,484.8 |
| 59 | Class II | Each | 8 | 4,985.85 | 39,886.8 |
| 60 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 530.9 | 2,65,450 |
| 61 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 100 | 1,505.25 | 1,50,525 |
| 62 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 350 | 2,442.75 | 8,54,962.5 |
| 63 | 200 mm dia | Each | 10 | 321.15 | 3,211.5 |
| Schedule total | ₹5,95,28,522.4 | ||||
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nit.pdf
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GCCACS11.pdf
ATTACHMENT
Annexure-W.pdf
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Annex-JRevised.pdf
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GCCACS12.pdf
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form.pdf
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Spl.pdf
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TRACK.pdf
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GCC-2022withACS1-10.pdf
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