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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
24 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
14 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-VIIB (as per standard tender document), 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 Rly. Board letter No. 2022/CE-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1). "
Tenders costing more than 50.00 Lakhs:- As a proof of experience/competency, The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Similar Nature of Work: Any civil work other than track work.
15 conditions · 5 needing a document upload
Tenderers are required to upload self-attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids. (iii) Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi) The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii) The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii) If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers are advised to submit self-attested/digitally signed copy of Bank particulars i.e. Bank name, Bank Account No. IFSC code as per Annexure-XII of Tender Document for any smooth transactions.
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.
Tenderers are not required to submit uploaded Tender document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the Tender Schedule Items, conditions/eligibility criteria etc. before quoting the rates for E-Tendering. (3) No post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & Void. (Authority: - HQ/NR Letter No. 74-W/0/Pt. XXV/WA/Loose Dated: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
(01) Repair to roof sheet, valley gutter, RWP, flooring etc of existing ART Cover shed and provision of garrage for RMRV at Ambala Cantt in the Section of SSE/W/M/UMB under ADEN/UMB. (02) Provision of shower testing facilities at ROH depot UMB.
OT-76-UMB-2026-27
OT-76-UMB-2026-27
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹2.0 L
24 Jun 2026
2 Jun 2026
10 Jun 2026
81 items across 3 schedules · ₹89,46,384 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 20 | 205.45 | 4,109 |
| 2 | 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 | 20 | 7,783.65 | 1,55,673 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 40 | 6,326.05 | 2,53,042 |
| 4 | 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 | 30 | 8,364.2 | 2,50,926 |
| 5 | 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 | 60 | 10,185.05 | 6,11,103 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 160 | 608.35 | 97,336 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 9000 | 89.65 | 8,06,850 |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 6,658.25 | 1,33,165 |
| 10 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 8,512.1 | 3,40,484 |
| 11 | 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 | 6000 | 111.95 | 6,71,700 |
| 12 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 35 | 2,718.9 | 95,161.5 |
| 13 | Providing and fixing ball bearing for rolling shutters. | Each | 28 | 424.2 | 11,877.6 |
| 14 | Exceeding 16.80 sqm in area | Sqm | 35 | 1,108.7 | 38,804.5 |
| 15 | Hot finished welded type tubes | Kg | 3000 | 154.9 | 4,64,700 |
| 16 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 150 | 1,370.4 | 2,05,560 |
| 17 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 400 | 77 | 30,800 |
| 18 | 110 mm diameter | Metre | 90 | 319.75 | 28,777.5 |
| 19 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 20 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 120 | 1,179.25 | 1,41,510 |
| 21 | 2 mm thick flat | Sqm | 60 | 1,048.5 | 62,910 |
| 22 | Gutter (600 mm over all girth) | Metre | 300 | 1,110.6 | 3,33,180 |
| 23 | 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. | Sqm | 1200 | 936.7 | 11,24,040 |
| 24 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 100 | 1,616 | 1,61,600 |
| 25 | 12 mm cement plaster 1:2 (1 cement : 2 stone dust). | Sqm | 600 | 325.8 | 1,95,480 |
| 26 | 1:3 (1 cement : 3 fine sand) | Sqm | 200 | 253.05 | 50,610 |
| 27 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1800 | 162.55 | 2,92,590 |
| 28 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2000 | 162.35 | 3,24,700 |
| 29 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 800 | 158.95 | 1,27,160 |
| 30 | One or more coats on old work | Sqm | 400 | 86.55 | 34,620 |
| 31 | One or more coats on old work | Sqm | 800 | 79.4 | 63,520 |
| 32 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 33 | 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 | 90 | 2,928.1 | 2,63,529 |
| 34 | G.S. Sheet | Sqm | 1200 | 136 | 1,63,200 |
| 35 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 400 | 45.05 | 18,020 |
| 36 | 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 | 90 | 219.35 | 19,741.5 |
| 37 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 120 | 8,277.55 | 9,93,306 |
| Schedule total | ₹86,47,596.6 | ||||
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details.html
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nit.pdf
NIT
NIT-11-UMB-2026-27.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SpecialconditionSrDEN-1.pdf
ATTACHMENT
TNN-11F-WorksDSR-UMB-2026-27-_1.pdf
ATTACHMENT
MasterpolicyforDisputeRedressalMechanismdated06.05.2026-RailwayBoardletter.pdf
ATTACHMENT
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