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Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
7 Aug 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: Construction of Bridge/Limited height subway with box pushing/pipe pushing method.
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.
Construction of LHS (4.0m x 3.0m) by pushing near closed LC-39 at km 57/1-2 on BTI-SGNR section.
OT-121-UMB-2026-27
OT-121-UMB-2026-27
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹7.3 L
7 Aug 2026
16 Jul 2026
24 Jul 2026
56 items across 2 schedules · ₹4,10,07,898.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 4810 | 111.95 | 5,38,479.5 |
| 2 | Electric resistance or induction butt welded tubes | Kg | 17000 | 140.85 | 23,94,450 |
| 3 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 990 | 88.5 | 87,615 |
| 4 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 800 | 671.55 | 5,37,240 |
| 5 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 350 | 97.6 | 34,160 |
| 6 | Two or more coats on new work | Sqm | 648 | 131.45 | 85,179.6 |
| 7 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | Sqm | 378 | 78.6 | 29,710.8 |
| 8 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 9 | In cement mortar | cum | 7 | 1,698.45 | 11,889.15 |
| 10 | From brick work in cement mortar | 1000 Nos. | 1200 | 5,522.25 | 6,626.7 |
| 11 | Water bound macadam road | Sqm | 75 | 179.65 | 13,473.75 |
| 12 | bituminous road | Sqm | 150 | 353.65 | 53,047.5 |
| 13 | 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 | 75 | 219.35 | 16,451.25 |
| 14 | 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 earthwith lead upto 50 metres. | Sqm | 1050 | 180.5 | 1,89,525 |
| 15 | Moorum | cum | 105 | 888.3 | 93,271.5 |
| 16 | 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 | 105 | 865.8 | 90,909 |
| 17 | 40 mm thick | Sqm | 300 | 1,163.1 | 3,48,930 |
| 18 | Cement concrete prepared with batch mixing machine | cum | 180 | 9,492.9 | 17,08,722 |
| 19 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer- in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 9000 | 4.7 | 42,300 |
| 20 | 450 mm dia RCC pipes. | Metre | 40 | 2,385.5 | 95,420 |
| 21 | 300 mm dia | Metre | 30 | 592.05 | 17,761.5 |
| 22 | 200 mm nominal size dia | Metre | 30 | 951.95 | 28,558.5 |
| 23 | 150 mm nominal size dia | Metre | 30 | 681.9 | 20,457 |
| 24 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 20 | 1,309 | 26,180 |
| 25 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,479.25 | 29,585 |
| Schedule total | ₹65,03,956.95 | ||||
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NIT-18-UMB-2026-27.pdf
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TNN-18A-WorksDSR-UMB-2026-27.pdf
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AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf correction slips
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SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
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SPECIALCONDITIONSSr.DEN-2.pdf
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AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf
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