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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
3 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
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 Bridge/Limited height subway with box pushing/pipe pushing method.
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.
Crossing of 1728 mm (OD) mild steel water pipe line through RCC box (4.00 M X 2.50 M) at Km 4/12-13 (For State Govt.-MC Ludhiana) between LDH-GILL Station on LDH-DUI section.
OT-190-UMB-2026-27~NR
OT-190-UMB-2026-27
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹3.4 L
13 Oct 2026
13 Oct 2026
20 Oct 2026
29 items across 1 schedule · ₹1,76,43,058.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 250.00 | 107.35 | 26,837.5 |
| 2 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 240.00 | 1,036.39 | 2,48,733.6 |
| 3 | 0m to 10m | Metre | 40.00 | 3,027.75 | 1,21,110 |
| 4 | 10m to 20m | Metre | 40.00 | 3,328.79 | 1,33,151.6 |
| 5 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 4.00 | 1,454.34 | 5,817.36 |
| 6 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each | 4.00 | 2,006.91 | 8,027.64 |
| 7 | Collection water samples at required intervals | Each | 4.00 | 735.87 | 2,943.48 |
| 8 | Moisture Content/Dry Density | Each | 4.00 | 501.73 | 2,006.92 |
| 9 | Atterberg Limits | Each | 4.00 | 535.18 | 2,140.72 |
| 10 | Grain size analysis including Hydrometer analysis | Each | 4.00 | 1,539.97 | 6,159.88 |
| 11 | Direct Shear Test | Each | 4.00 | 2,024.3 | 8,097.2 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 70.00 | 3,728.82 | 2,61,017.4 |
| 13 | P r o v id in g and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 460.00 | 3,969.81 | 18,26,112.6 |
| 14 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 650.00 | 697.36 | 4,53,284 |
| 15 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 213.00 | 6,689.69 | 14,24,903.97 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 59800.00 | 88.85 | 53,13,230 |
| 17 | Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer- in-Charge. Note: 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum | 290.00 | 5,057.08 | 14,66,553.2 |
| 18 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 38.00 | 1,59,122.64 | 60,46,660.32 |
| 19 | Structural steel plate girders. | MT | 38.00 | 1,556.35 | 59,141.3 |
| 20 | When distance of nearest quarry is more than 200 km and up to 250 km | cum | 40.00 | 2,817.8 | 1,12,712 |
| 21 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 30.00 | 197.31 | 5,919.3 |
| 22 | For sleeper density of 1540 sleepers per km | TRM | 30.00 | 291.92 | 8,757.6 |
| 23 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 60.00 | 143.7 | 8,622 |
| 24 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 30.00 | 37.19 | 1,115.7 |
| 25 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 2.00 | 7,022.83 | 14,045.66 |
| 26 | 60 Kg - 110/90 UTS - Outside Track | Each | 10.00 | 210.19 | 2,101.9 |
| 27 | 52 Kg - 90 UTS - Outside Track | Each | 10.00 | 181.81 | 1,818.1 |
| 28 | On Running Line | Each | 40.00 | 83.55 | 3,342 |
| 29 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 80.00 | 858.69 | 68,695.2 |
| Schedule total | ₹1,76,43,058.15 | ||||
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details.html
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nit.pdf
NIT
TNN-29B-WorksDSR-UMB-2026-27..pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf
ATTACHMENT
AdvanceCorrectionSlipofGCC-2022PartII.pdf
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SPECIALCONDITIONSSr.DEN-2.pdf
ATTACHMENT
NIT-29-UMB-26-27.pdf
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