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Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
23 Mar 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 : Construction of Building/quarters.
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.
Civil Works in c/w Provision of Electric lifting barrier in lieu of left over Mechanical Lifting barrier and provision of Road signals on interlocked L-Xing gates over Ambala division (LC no. No. 1C, 35C, 50A & 52C SIR - DLPC section).
OT-311-UMB-2025-26
OT-311-UMB-2025-26
Open
Works - General
8 Months
Ambala, Haryana
₹0
₹2.1 L
23 Mar 2026
27 Feb 2026
9 Mar 2026
52 items across 1 schedule · ₹1,43,28,895.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 230 | 286.85 | 65,975.5 |
| 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 | 370 | 368.65 | 1,36,400.5 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 55 | 2,161.2 | 1,18,866 |
| 4 | All kinds of soil | Sqm | 308 | 28.15 | 8,670.2 |
| 5 | 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 | 6 | 7,783.65 | 46,701.9 |
| 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 | 77 | 6,326.05 | 4,87,105.85 |
| 7 | Foundations, footings, bases for columns | Sqm | 77 | 307.95 | 23,712.15 |
| 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 | 108 | 8,364.2 | 9,03,333.6 |
| 9 | 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 | 62 | 10,185.05 | 6,31,473.1 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 245 | 307.95 | 75,447.75 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 460 | 669.55 | 3,07,993 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 230 | 766.55 | 1,76,306.5 |
| 13 | Shelves (Cast in situ) | Sqm | 37 | 766.55 | 28,362.35 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 185 | 608.35 | 1,12,544.75 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 308 | 804.25 | 2,47,709 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7715 | 89.65 | 6,91,649.75 |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 185 | 253.05 | 46,814.25 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 12 | 6,882 | 82,584 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 230 | 6,658.25 | 15,31,397.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 185 | 8,288.35 | 15,33,344.75 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 1,881.95 | 56,458.5 |
| 22 | 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 | 35500 | 111.95 | 39,74,225 |
| 23 | Electric resistance or induction butt welded tubes | Kg | 1540 | 140.85 | 2,16,909 |
| 24 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 15 | 185.95 | 2,789.25 |
| 25 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 169 | 545 | 92,105 |
| 26 | Light shade pigment using white cement | Sqm | 230 | 1,233.05 | 2,83,601.5 |
| 27 | Acid and alkali resistant tile | Sqm | 61 | 1,515.45 | 92,442.45 |
| 28 | Acid and alkali resistant tile | Sqm | 77 | 1,637.7 | 1,26,102.9 |
| 29 | Size of Tile 600 x 600 mm | Sqm | 154 | 1,286.6 | 1,98,136.4 |
| 30 | Size of Tile 600x600 mm | Sqm | 154 | 258.65 | 39,832.1 |
| 31 | In 75x75 mm deep chase | Metre | 185 | 260.2 | 48,137 |
| 32 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 18 | 266.6 | 4,798.8 |
| 33 | 110 mm diameter | Metre | 18 | 319.75 | 5,755.5 |
| 34 | 110 mm | Each | 18 | 119.95 | 2,159.1 |
| 35 | 110 mm bend | Each | 18 | 132 | 2,376 |
| 36 | 110 mm Shoe | Each | 18 | 115.95 | 2,087.1 |
| 37 | 110 mm | Each | 55 | 309.5 | 17,022.5 |
| 38 | 1:6 (1 cement: 6 fine sand) | Sqm | 1390 | 282 | 3,91,980 |
| 39 | Two or more coats on new work | Sqm | 1850 | 137.85 | 2,55,022.5 |
| 40 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 770 | 123.85 | 95,364.5 |
| 41 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 300 | 1,011.2 | 3,03,360 |
| 42 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 6 | 1,318.35 | 7,910.1 |
| 43 | 32 mm dia | Each | 6 | 104.35 | 626.1 |
| 44 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 110 | 501.6 | 55,176 |
| 45 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 150 | 568.6 | 85,290 |
| 46 | PPR Union 25mm | Each | 18 | 362.65 | 6,527.7 |
| 47 | PPR Union 50mm | Each | 18 | 764.05 | 13,752.9 |
| 48 | 15 mm dia nominal bore | Metre | 77 | 304.15 | 23,419.55 |
| 49 | 15 mm dia nominal bore | Metre | 92 | 485.2 | 44,638.4 |
| 50 | 100 mm diameter | Metre | 60 | 375.75 | 22,545 |
| 51 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 24,405.9 | 2,44,059 |
| 52 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 235 | 1,522.95 | 3,57,893.25 |
| Schedule total | ₹1,43,28,895.5 | ||||
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details.html
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nit.pdf
NIT
NIT-56-UMB-25-26.pdf
ATTACHMENT
TNN-56C-WorksDSR-UMB-2025-26.pdf
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AdcanceCorrectionslips12345678910ACS10clarification.pdf
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
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SpecialConditionforOT-311.pdf
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