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Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
4 May 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 any Bridge 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.
i):- Replacement of steel girder with PSC slab and strengthening of Substructure of Bridge no. 164 (span 11x6.1m skew) at km 77.239 between KART-ANSB stn & Bridge No. 210 (span 1x5.26m) at km 105.591 between NLDM-MTPR stn on SIR- DLPC section of SSE/W/RPAR under ADEN/SIR. ii):-Replacement of steel girder of bridge of br.no. 61-A (2X3.66m) at Km 16/13-14 with PSC slab between NGWN- NMDA on SIR-DLPC section under ADEN/SIR.
OT-07-UMB-2026-27
OT-07-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹6.4 L
4 May 2026
10 Apr 2026
20 Apr 2026
63 items across 2 schedules · ₹2,70,06,213.03 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 1150.00 | 319.97 | 3,67,965.5 |
| 2 | Turfing with planted doob grass. | 100 Sqm | 360.00 | 30,959.88 | 1,11,455.57 |
| 3 | All kinds of soils | cum | 210.00 | 216.57 | 45,479.7 |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 8.00 | 3,604.39 | 28,835.12 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 8.00 | 3,830.77 | 30,646.16 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 5.00 | 3,728.82 | 18,644.1 |
| 7 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 71.00 | 3,754.73 | 2,66,585.83 |
| 8 | 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 | 410.00 | 697.36 | 2,85,917.6 |
| 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 at site using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing 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 be paid extra under relevant item. 2. Plasticizer 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 for not using plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 280.00 | 6,115.16 | 17,12,244.8 |
| 10 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 1800.00 | 144.71 | 2,60,478 |
| 11 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 1800.00 | 17.07 | 30,726 |
| 12 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 2.91 | 6,689.69 | 19,493.76 |
| 13 | Pozzolana Portland Cement approved brands/makes | MT | 160.00 | 9,246.49 | 14,79,438.4 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 69590.00 | 88.85 | 61,83,071.5 |
| 15 | Above 100 km up to 150 km | MT | 610.00 | 745.36 | 4,54,669.6 |
| 16 | PSC girders / slabs | MT | 661.00 | 1,997.49 | 13,20,340.89 |
| 17 | Structural steel plate girders. | MT | 109.00 | 1,556.35 | 1,69,642.15 |
| 18 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum | 300.00 | 1,956.04 | 5,86,812 |
| 19 | Laying of boulder apron laid in wire crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra. | cum | 558.00 | 760.21 | 4,24,197.18 |
| 20 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 450.00 | 1,083.73 | 4,87,678.5 |
| 21 | Manufacture and supplying Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm. | Sqm | 2000.00 | 706.93 | 14,13,860 |
| 22 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 1400.00 | 90.5 | 1,26,700 |
| 23 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 4050.00 | 467.96 | 18,95,238 |
| 24 | Epoxy Grout | Kg | 2300.00 | 1,236.33 | 28,43,559 |
| 25 | 900mm dia. | Metre | 240.00 | 6,607.67 | 15,85,840.8 |
| 26 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 1400.00 | 205.4 | 2,87,560 |
| 27 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1200.00 | 31.9 | 38,280 |
| 28 | 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 | 135.00 | 197.31 | 26,636.85 |
| 29 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 135.00 | 469.21 | 63,343.35 |
| 30 | For one shift ( 12 Hrs) | Each | 180.00 | 1,375.4 | 2,47,572 |
| 31 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1510.00 | 158.08 | 2,38,700.8 |
| 32 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 810.00 | 121.6 | 98,496 |
| 33 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 90.00 | 17,726.34 | 15,95,370.6 |
| 34 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 6.00 | 7,022.83 | 42,136.98 |
| 35 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 3.00 | 5,866.86 | 17,600.58 |
| 36 | 60 Kg - 110/90 UTS - Outside Track | Each | 12.00 | 210.19 | 2,522.28 |
| 37 | On Running Line | Each | 48.00 | 83.55 | 4,010.4 |
| 38 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 986.97 | 1,48,045.5 |
| 39 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 500.00 | 245.14 | 1,22,570 |
| 40 | For erection | Each | 8.00 | 291.6 | 2,332.8 |
| 41 | For removal | Each | 8.00 | 239.76 | 1,918.08 |
| 42 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 858.69 | 42,934.5 |
| Schedule total | ₹2,51,29,550.88 | ||||
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NIT-02-UMB-26-27.pdf
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TNN-02B-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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SpecialconditionsOT-07.pdf
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