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Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
16 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.
Improvement of yard drainage in c/w Yard improvement works of PKY, KWT, HNC, YJUD, JUDW, MFB & DZP yard under jurisdiction of ADEN/SRE.
OT-67-UMB-2026-27
OT-67-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹6.9 L
16 Jun 2026
25 May 2026
2 Jun 2026
35 items across 2 schedules · ₹1,88,20,724.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 50 | 411.3 | 20,565 |
| 2 | All kinds of soil | cum | 300 | 205.45 | 61,635 |
| 3 | All kinds of soil | Sqm | 300 | 28.15 | 8,445 |
| 4 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1000 | 7.4 | 7,400 |
| 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 | 100 | 7,365.15 | 7,36,515 |
| 6 | 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 | 500 | 6,326.05 | 31,63,025 |
| 7 | 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 | 3 | 8,364.2 | 25,092.6 |
| 8 | 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 | 5 | 10,185.05 | 50,925.25 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 307.95 | 15,397.5 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 400 | 669.55 | 2,67,820 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 804.25 | 32,170 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,658.25 | 13,31,650 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,288.35 | 4,14,417.5 |
| 16 | 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 | 1500 | 111.95 | 1,67,925 |
| 17 | Electric resistance or induction butt welded tubes | Kg | 300 | 140.85 | 42,255 |
| 18 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 2000 | 3.4 | 6,800 |
| 19 | 1:6 (1 cement: 6 fine sand) | Sqm | 5000 | 282 | 14,10,000 |
| 20 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 40 | 2,007.1 | 80,284 |
| 21 | In cement mortar | cum | 25 | 1,698.45 | 42,461.25 |
| 22 | 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 | 100 | 219.35 | 21,935 |
| 23 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer- in-Charge. | Metre | 100 | 2,827.4 | 2,82,740 |
| 24 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 500 | 2,617.15 | 13,08,575 |
| 25 | 1000 mm dia pipes | Joint | 11 | 2,265.6 | 24,921.6 |
| 26 | 1000 mm dia Ductile Iron Class K-9 pipes | Metre | 60 | 22,099.6 | 13,25,976 |
| 27 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 11,687.1 | 2,33,742 |
| 28 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 30,197.95 | 4,52,969.25 |
| 29 | 450 mm dia RCC pipes. | Metre | 80 | 2,720 | 2,17,600 |
| 30 | 1200 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 600 | 9,871.25 | 59,22,750 |
| Schedule total | ₹1,82,44,309.45 | ||||
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nit.pdf
NIT
NIT-10-UMB-26-27.pdf
ATTACHMENT
TNN-10F-WorksDSR-UMB-2026-27.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf Advance correction slips of GCC
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SPECIALCONDITIONSOT-67.pdf
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AdcanceCorrectionslips1234567891011.pdf
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