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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹11.4 Cr
EMD Value
₹7.2 L
Closing Date
13 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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 bridge/Limited height subway with box pushing/Pipe pushing method.
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.
Construction of LHS 2X7.0X3.6 m (Shifted location at KM 239/18-20) in lieu of manned L-Xing no. C-123 at Km. 239/16-18 on UMB-KLK section in the section of SSE/W/II/CDG under ADEN/CDG by Normal Pushing Technique under running track.
OT-285-UMB-2025-26~NR
OT-285-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹7.2 L
13 Feb 2026
22 Jan 2026
30 Jan 2026
53 items across 2 schedules · ₹11,89,82,897.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of except rock | soil cum | 1400.00 | 107.35 | 1,50,290 |
| 2 | Extra for leading of Cut spoil every one beyond original lead of 2 km over item nos. 012011 to 012014 | km cum | 10600.00 | 5.4 | 57,240 |
| 3 | Foundation preparation in cutting ploughing and pulverizing 15 cm of top soil with tractor trolley, mixing water achieve OMC with water sprinkler allowing for natural drying, as required, compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying blanketing layer. | - 100 of Sqm to or and | 8800.00 | 209.44 | 18,430.72 |
| 4 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 200.00 | 214.12 | 42,824 |
| 5 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically manually as per approved drawing with contractor's own arrangement complete all respects and removal of sheet piles after completion of the work as directed engineer in-charge Note: Payment will made as per actual driven length of pile. | Sqm or in by be | 300.00 | 1,036.39 | 3,10,917 |
| 6 | Conducting SCPT for soil as per IS:4968 | Each | 6.00 | 33,839.12 | 2,03,034.72 |
| 7 | All kinds of soils | cum | 1800.00 | 216.57 | 3,89,826 |
| 8 | 1:4:8 (1 Cement : 4coarse sand (zone-III): graded stone aggregate 40 mm nominal size). | 8 cum | 950.00 | 3,778.77 | 35,89,831.5 |
| 9 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall made extra under relevant item. Plasticiser shall invariably be used 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 not using plasticiser at the stage of Design and in that case deduction shall made as per relevant item. | cum at be 2. in for Mix be | 2280.00 | 3,608.91 | 82,28,314.8 |
| 10 | Wing wall and Return wall | cum | 610.00 | 3,706.12 | 22,60,733.2 |
| 11 | In all types of soils | cum | 1750.00 | 324.85 | 5,68,487.5 |
| 12 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site RMC from approved plants, (Cast 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 technical specifications as directed Engineer in charge. Note: 1. Payment cement, reinforcement and shuttering shall be made extra under relevant item. Plasticiser shall invariably be used 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 the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum per or in- and by for 2. in at | 1700.00 | 3,969.81 | 67,48,677 |
| 13 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall up to 5m above ground level | Sqm Pier etc. | 2500.00 | 697.36 | 17,43,400 |
| 14 | Ordinary Portland Cement 53 grade approved brands/makes | of MT | 750.00 | 10,014.46 | 75,10,845 |
| 15 | Pozzolana Portland Cement approved brands/makes | MT | 1540.00 | 9,246.49 | 1,42,39,594.6 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 362950.00 | 88.85 | 3,22,48,107.5 |
| 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 controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 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 ROB/RUB/Canal crossing in all respect per specifications to the satisfaction Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies complete job in all respects except "cost Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC B o x ; (ii) Thrust Bed; (iii) Footpath 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 approved scheme and design, the same shall be paid extra under relevant item. The payment for this item shall be made for the clear inner cross section area of parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum of per 1 & the as of for of (iv) per 3. the | 1715.00 | 5,057.08 | 86,72,892.2 |
| 18 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 100.00 | 1,59,122.64 | 1,59,12,264 |
| 19 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per 2062 | MT IS: | 100.00 | 4,722.92 | 4,72,292 |
| 20 | Supplying and fixing HSFG bolts of any and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 bridges and s t e e l structures with contractors labour, tools and plants lead and lift etc., complete. | dia Kg for and | 2500.00 | 343.44 | 8,58,600 |
| 21 | Structural steel plate girders. | MT | 100.00 | 1,556.35 | 1,55,635 |
| 22 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with contractor's materials, labour, tools plants, lead & lift including crossing tracks if required etc., complete as specification and as directed by Engineer- in-charge. Note: The payment shall made on the theoretical weight of main components and gusset plates only. | MT in all & of per be | 15.00 | 1,29,732.28 | 19,45,984.2 |
| 23 | Providing and laying of filter media consisting of granular materials of GW, SW groups as per IS:1498 (latest) required profile behind boulder filling abutments, wing walls / return walls above bed level with all labour material complete job as per drawing technical specification of RDSO Guidelines. | cum GP, in of etc. and and | 200.00 | 3,110.58 | 6,22,116 |
| 24 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch Bridge parapet coping duly engraving letter and figures and an arrow indicating the direction of flow and finishing the exposed surface with cement mortar painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each in the top 1:3, | 2.00 | 862.59 | 1,725.18 |
| 25 | Providing cast in-situ plaques for bridge foundations details of 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters figures with CM 1:3 and finished smooth including painting letters and figures with coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each size & 2 | 2.00 | 5,359.06 | 10,718.12 |
| 26 | 300mm dia. | Metre | 40.00 | 1,903.23 | 76,129.2 |
| 27 | 450mm dia. | Metre | 315.00 | 2,623.6 | 8,26,434 |
| 28 | Dewatering of natural or accumulated water from any location. Payment to done for Horse power of pump multiplied by pumping hours. | HP be Hour | 5000.00 | 31.66 | 1,58,300 |
| 29 | Dismantling of existing LWR/SWR track any structure, removing rails, sleepers, plates, cutting of rails, segregation stacking of released Rails, Sleepers fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile laying new track over it, all as per direction of Engineer-in-Charge. | of TRM fish and and for | 70.00 | 197.31 | 13,811.7 |
| 30 | For sleeper density of 1540 sleepers km | per TRM | 70.00 | 291.92 | 20,434.4 |
| 31 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 70.00 | 143.7 | 10,059 |
| 32 | PQRS: Pre Block activity: Removing of existing ballast from crib portion of the length of existing PSC sleeper and further up to the bottom of sleepers accommodate new sleeper and dumping the ballast so removed on 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. | the TRM full to the | 70.00 | 37.19 | 2,603.3 |
| 33 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 30.00 | 7,022.83 | 2,10,684.9 |
| 34 | On Running track - When Electricity provided by static power supply of Railway : | Each | 40.00 | 345.95 | 13,838 |
| 35 | On Running Line | Each | 80.00 | 83.55 | 6,684 |
| 36 | Dismantling exiting Rail Height Gauge carefully and stacking the released material in countable manner, free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. | Each | 2.00 | 4,160.32 | 8,320.64 |
| 37 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 858.69 | 1,71,738 |
| 38 | Tractor with Trolley for local transportation or other misc. works. | Hour | 200.00 | 200.69 | 40,138 |
| Schedule total | ₹10,85,21,955.38 | ||||
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