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Tender Value
₹90.6 L
EMD Value
₹1.8 L
Closing Date
8 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: Civil works other than track works.
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.
Augmentation of infrastructural facilities at Kiratpur Sahib Goods Siding.
OT-56-UMB-2026-27
OT-56-UMB-2026-27
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹1.8 L
8 Jun 2026
18 May 2026
25 May 2026
96 items across 2 schedules · ₹32,99,525.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in excavation by mechanical (Hydraulic Excavator)/Manual foundations and floors of retaining walls etc. including dressing of sides, ramming getting out the excavated back filling in layers with material and consolidation by ramming and watering etc. all lift, disposal of surplus of 300m, all types of shoring with all labour and material as per drawing and technical as directed by Engineer Note: This item will be used work in connection with other works also like side foundation for OHE masts and miscellaneous structures with Gauge Conversion, New lines. | the of soil in for in | — | — | — | |
| 1 | soils | cum | 105.00 | 216.57 | 22,739.85 |
| and laying in position machine machine mixed and machine Cement Concrete of specified per approved Design in Mobile Concrete Plant at site or RMC approved plants) using 20mm crushed stone aggregate and of approved quality for Reinforced cement concrete elements up to height of 9.0 foundation top level, including using Plasticiser in approved (as per IS:9103), to modify without impairing strength durability complete as and direction of in charge. Note: 1. Payment reinforcement and shuttering made extra under relevant item. shall invariably be used proportion to increase with minimum possible of cement for all grade Mix Concrete unless it approved citing reasons plasticiser at the stage of in that case deduction shall as per relevant item. | Mix the m per the for in of is for Mix | — | — | — | |
| 2 | and Return wall | cum | 15.00 | 3,706.12 | 55,591.8 |
| 3 | and laying Plain Cement 1:3:6 with graded stone of 40mm nominal size, and floors, retaining walls including mechanical mixing, pumping and bailing out water required with all materials complete but excluding cement and shuttering as and technical specifications Engineer. | cum in of the per as | 10.00 | 3,730.82 | 37,308.2 |
| 4 | and fixing Weep Holes Wing walls and Return walls new bridges with 110mm Type A ISI marked with men, material, all taxes as and as directed | in Metre dia all per by | 40.00 | 190.96 | 7,638.4 |
| 5 | and casting machine batched, mixed and machine vibrated Concrete of specified grade Design Mix, mixed Concrete Batching/Mixing Plant from approved plants, (Cast in bottom/top slab, side wall and sumps haunch filling thrust bed or any other using 20mm graded crushed aggregate and coarse sand quality of RCC box of any size finishing, Plasticiser proportions (as per IS:9103), workability without impairing and durability, complete as and technical specifications by Engineer in charge. Note: for cement, reinforcement and shall be made extra under item. 2. Plasticiser shall be used in approved to increase workability with possible quantity of cement of Design Mix Concrete unless approved citing reasons of Mix Design and in that case shall be made as per relevant | cum as in at of in to per as 1. for it at | 80.00 | 3,969.81 | 3,17,584.8 |
| and shuttering including propping etc. and removal | of | — | — | — | |
| 6 | of bridge sub-structures, e.g. abutment, wing wall, retaining wall, type foundations, Abutment Cap, Inspection Platform over Pier cap, Fender wall, wall etc. up to 5m above | Sqm & | 260.00 | 697.36 | 1,81,313.6 |
| 7 | of bridge super-structures, e.g. I-girders, T-girders, Box girders 5m above ground level. | Sqm | 140.00 | 906.68 | 1,26,935.2 |
| using Cement at Worksite | — | — | — | — | |
| 8 | Portland Cement 43 grade brands/makes | MT | 35.00 | 6,689.69 | 2,34,139.15 |
| of steel reinforcement brands/makes for R.C.C. work straightening, cutting, bending, in position and binding | of all | — | — | — | |
| 9 | Thermo-Mechanically Treated bars Fe-500D or more of approved | of Kg | 26050.00 | 88.85 | 23,14,542.5 |
| in excavation by mechanical (Hydraulic Excavator)/Manual foundations and floors of retaining walls etc. including dressing of sides, ramming getting out the excavated back filling in layers with material and consolidation by ramming and watering etc. all lift, disposal of surplus of 300m, all types of shoring with all labour and material as per drawing and technical as directed by Engineer Note: This item will be used work in connection with other works also like side foundation for OHE masts and miscellaneous structures with Gauge Conversion, New lines. | the of soil in for in | — | — | — | |
| 10 | item nos. 022011 to 022014 the work under water liquid mud to compensate arrangements including out water as required. Note: percentage rate is applicable the quantity of work executed [RATE = 20%] | cum all | 40.00 | 43.31 | 1,732.4 |
| Schedule total | ₹32,99,525.9 | ||||
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NIT-08-UMB-26-27_1.pdf
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TNN-08F-WorksDSR-UMB-2026-27.pdf
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AdcanceCorrectionslips1234567891011.pdf
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SafetyInstructionatWorksSite.pdf
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GeneralConditionsforcivilworks.pdf
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Specialconditions4.pdf
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