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Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
22 May 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 : Precast or cast-insitu RCC/PSC Work or construction of RCC boundary wall.
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.
PROVISION OF COMPOUND WALL FOR 9TH BATTALION RPSF CAMPUS IN JAGADHRI WORKSHOP.
OT-36-UMB-2026-27
OT-36-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹4.7 L
22 May 2026
30 Apr 2026
8 May 2026
14 items across 1 schedule · ₹1,50,59,787.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 880 | 205.45 | 1,80,796 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 300 | 253.95 | 76,185 |
| 3 | 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 | 72.91 | 6,833.4 | 4,98,223.19 |
| 4 | 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 | 15 | 9,375.2 | 1,40,628 |
| 5 | Foundations, footings, bases for columns | Sqm | 280 | 307.95 | 86,226 |
| 6 | Columns, piers, abutments, pillars, posts and struts | Sqm | 142 | 804.25 | 1,14,203.5 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1750 | 307.95 | 5,38,912.5 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 70600 | 89.65 | 63,29,290 |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 325 | 8,683.8 | 28,22,235 |
| 10 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 10059.81 | 142.3 | 14,31,510.96 |
| 11 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 130 | 1,239.6 | 1,61,148 |
| 12 | In cement mortar | cum | 460 | 1,698.45 | 7,81,287 |
| 13 | 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 | 1800 | 303.65 | 5,46,570 |
| 14 | Solid concrete wall elements | cum | 592 | 2,284.75 | 13,52,572 |
| Schedule total | ₹1,50,59,787.15 | ||||
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details.html
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nit.pdf
NIT
NIT-05-UMB-26-27.pdf
ATTACHMENT
TNN-05F-WorksDSR-UMB-2026-27.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf Advance correction slip of GCC
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SpecialConditionforOT-36.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf
ATTACHMENT
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