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Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
9 Sept 2026, 3:00 pm
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.
16 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.
All latest and up to date Correction slips of General Conditions of Contract (GCC)-April-2022 and Standard Tender Document (STD)-2022 Shall be applicable.
Raising of Passenger Platform no. 1 from Medium Level to High level along with extension upto 600 Meter at Chawapail station on UMB - LDH section.
OT-142-UMB-2026-27~NR
OT-142-UMB-2026-27
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹4.3 L
19 Aug 2026
19 Aug 2026
26 Aug 2026
34 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 450 | 205.45 | 92,452.5 |
| 2 | 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 | 100 | 368.65 | 36,865 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,161.2 | 1,08,060 |
| 4 | 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 | 700 | 6,326.05 | 44,28,235 |
| 5 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 27976 | 89.65 | 25,08,048.4 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 755 | 6,658.25 | 50,26,978.75 |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 8,288.35 | 16,57,670 |
| 8 | 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 | 50 | 1,063.45 | 53,172.5 |
| 9 | 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 | 4000 | 111.95 | 4,47,800 |
| 10 | Electric resistance or induction butt welded tubes | Kg | 6000 | 140.85 | 8,45,100 |
| 11 | Providing and fixing bolts including nuts and washers complete. | Kg | 100 | 140.15 | 14,015 |
| 12 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 70 | 142.3 | 9,961 |
| 13 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 50 | 935.6 | 46,780 |
| 14 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 15 | 110 mm | Each | 140 | 119.95 | 16,793 |
| 16 | 110x110x110 mm | Each | 16 | 205.45 | 3,287.2 |
| 17 | 110x110x110 mm | Each | 16 | 190.75 | 3,052 |
| 18 | 110 mm bend | Each | 16 | 132 | 2,112 |
| 19 | 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 | 160 | 671.55 | 1,07,448 |
| 20 | Ridges plain (500 - 600mm) | Metre | 30 | 450.6 | 13,518 |
| 21 | Flashings/ Aprons.( Upto 600 mm) | Metre | 30 | 412.85 | 12,385.5 |
| 22 | 1:6 (1 cement: 6 coarse sand) | Sqm | 640 | 294.35 | 1,88,384 |
| 23 | In one coat | Sqm | 85 | 587.2 | 49,912 |
| 24 | Two coats | Sqm | 700 | 116.05 | 81,235 |
| 25 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 80 | 2,007.1 | 1,60,568 |
| 26 | Overhead informatory road signage | Sqm | 10 | 5,609.55 | 56,095.5 |
| 27 | 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 | 450 | 8,277.55 | 37,24,897.5 |
| 28 | 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 | 300 | 1,719 | 5,15,700 |
| 29 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 150 | 932.35 | 1,39,852.5 |
| 30 | 25 mm nominal dia Pipes | Metre | 50 | 370.65 | 18,532.5 |
| 31 | 32 mm nominal dia Pipes | Metre | 50 | 435.05 | 21,752.5 |
| 32 | 50 mm dia nominal bore | Metre | 70 | 654.2 | 45,794 |
| 33 | 32 mm nominal bore. | Each | 100 | 589.9 | 58,990 |
| 34 | 300 mm dia. R.C.C. pipe | Metre | 200 | 902.05 | 1,80,410 |
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details.html
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nit.pdf
NIT
NIT-22-UMB-2026-27.pdf
ATTACHMENT
TNN-22D-WorksDSR-UMB-2026-27.pdf
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SpecialconditionSrDEN-4.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal_1.pdf
ATTACHMENT
AdvanceCorrectionSlipofGCC-2022PartII.pdf
ATTACHMENT
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