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Tender Value
₹3.2 Cr
EMD Value
₹6.4 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.
Barara--Raising and extension of passenger platform from low level to high level upto 600 Meter at Barara Railway Station.
OT-69-UMB-2026-27
OT-69-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹6.4 L
16 Jun 2026
22 May 2026
2 Jun 2026
46 items across 1 schedule · ₹2,87,47,427.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 810 | 205.45 | 1,66,414.5 |
| 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 | 540 | 253.95 | 1,37,133 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 2000 | 368.65 | 7,37,300 |
| 4 | All kinds of soil | Sqm | 6000 | 28.15 | 1,68,900 |
| 5 | 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 | 1550 | 6,833.4 | 1,05,91,770 |
| 6 | 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 | 9,793.75 | 1,95,875 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 10 | 370.85 | 3,708.5 |
| 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 | 100 | 8,364.2 | 8,36,420 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1276 | 307.95 | 3,92,944.2 |
| 10 | Under 20 cm wide | Metre | 2630 | 181.9 | 4,78,397 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20260 | 89.65 | 18,16,309 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 6,658.25 | 17,31,145 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 8,288.35 | 2,48,650.5 |
| 14 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 1,063.45 | 1,06,345 |
| 15 | 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 | 8700 | 111.95 | 9,73,965 |
| 16 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 400 | 612.25 | 2,44,900 |
| 17 | Size of Tile 600 x 600 mm | Sqm | 120 | 1,286.6 | 1,54,392 |
| 18 | Flush / Ruled/ Struck or weathered pointing | Sqm | 512.54 | 214.4 | 1,09,888.58 |
| 19 | 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 | 1500 | 158.95 | 2,38,425 |
| 20 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 145 | 2,007.1 | 2,91,029.5 |
| 21 | 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 | 145 | 219.35 | 31,805.75 |
| 22 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in- charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. | Each | 25 | 6,281.6 | 1,57,040 |
| 23 | 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 | 710 | 8,277.55 | 58,77,060.5 |
| 24 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 220 | 1,719 | 3,78,180 |
| 25 | 15 mm nominal dia Pipes | Metre | 30 | 441.15 | 13,234.5 |
| 26 | 25 mm nominal dia Pipes | Metre | 30 | 626.05 | 18,781.5 |
| 27 | 25 mm nominal dia Pipes | Metre | 40 | 370.65 | 14,826 |
| 28 | 40 mm nominal dia Pipes | Metre | 50 | 559.2 | 27,960 |
| 29 | 15 mm dia nominal bore | Metre | 150 | 485.2 | 72,780 |
| 30 | 20 mm dia nominal bore | Metre | 150 | 541.1 | 81,165 |
| 31 | 25 mm dia nominal bore | Metre | 150 | 417.95 | 62,692.5 |
| 32 | 40 mm dia nominal bore | Metre | 580 | 558.35 | 3,23,843 |
| 33 | 25 mm nominal bore | Each | 3 | 532.35 | 1,597.05 |
| 34 | 20 mm nominal bore | Each | 20 | 461.75 | 9,235 |
| 35 | 40 mm nominal bore | Each | 10 | 707.3 | 7,073 |
| 36 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 5000 | 9.7 | 48,500 |
| 37 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 24 | 109.85 | 2,636.4 |
| 38 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 103.15 | 2,063 |
| 39 | 100 mm nominal dia | Each | 20 | 33.2 | 664 |
| 40 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 40 | 161.55 | 6,462 |
| 41 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 20 | 136.6 | 2,732 |
| 42 | 150 mm dia. R.C.C. pipe | Metre | 600 | 493.1 | 2,95,860 |
| 43 | 450 mm dia RCC pipes. | Metre | 60 | 2,385.5 | 1,43,130 |
| 44 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 200 | 474.7 | 94,940 |
| 45 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 200 | 573.4 | 1,14,680 |
| 46 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1100 | 1,213.25 | 13,34,575 |
| Schedule total | ₹2,87,47,427.98 | ||||
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NIT-10-UMB-26-27.pdf
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TNN-10H-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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SpecialconditionSrDEN-1.pdf
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