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Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
30 Jan 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/Rehabilitation of any Railway bridge/ROB involving RCC / PSC works.
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.
Replacement of Steel Girder with PSC slab of Br. No. 260 UP (3x12.04M) and DN (3x12.04M) at KM 221/7-10 on SRE-UMB Section under ADEN/SRE.
OT-281-UMB-2025-26~NR
OT-281-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹2.5 L
30 Jan 2026
9 Jan 2026
16 Jan 2026
79 items across 2 schedules · ₹1,91,27,028.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 75.00 | 216.57 | 16,242.75 |
| 2 | Soft rock (not requiring blasting) | cum | 20.00 | 457.47 | 9,149.4 |
| 3 | Hard rock (blasting prohibited ) | cum | 20.00 | 1,281.05 | 25,621 |
| 4 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 50.00 | 3,728.77 | 1,86,438.5 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 20.00 | 3,728.82 | 74,576.4 |
| 6 | Wing wall and Return wall | cum | 20.00 | 3,706.12 | 74,122.4 |
| 7 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 10.00 | 3,730.82 | 37,308.2 |
| 8 | P r o v i d i n 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 | 30.00 | 3,969.81 | 1,19,094.3 |
| 9 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer- i n - C h a r g e . Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 20.00 | 3,608.91 | 72,178.2 |
| 10 | 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 | 1650.00 | 697.36 | 11,50,644 |
| 11 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 100.00 | 906.68 | 90,668 |
| 12 | 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 | 405.00 | 6,115.16 | 24,76,639.8 |
| 13 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 640.00 | 144.71 | 92,614.4 |
| 14 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 640.00 | 17.07 | 10,924.8 |
| 15 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 200.00 | 10,014.46 | 20,02,892 |
| 16 | Pozzolana Portland Cement approved brands/makes | MT | 200.00 | 9,246.49 | 18,49,298 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 75000.00 | 88.85 | 66,63,750 |
| 18 | For Span design load up to 100 MT | Each | 1.00 | 93,056.24 | 93,056.24 |
| 19 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT | 150.00 | 353.22 | 52,983 |
| 20 | Above 100 km up to 150 km | MT | 500.00 | 745.36 | 3,72,680 |
| 21 | 300 MT capacity | Day | 4.00 | 3,78,281.8 | 15,13,127.2 |
| 22 | Extra for increase in road crane capacity over I t e m 041209 for every additional 1 MT capacity or part there of | Day | 200.00 | 742.56 | 1,48,512 |
| 23 | Structural steel plate girders. | MT | 110.00 | 1,556.35 | 1,71,198.5 |
| 24 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 20.00 | 1,083.73 | 21,674.6 |
| 25 | Cleaning Surface of Abutment and Piers up to bed level under water with brush or any other tools to remove all traces of moss, loose materials, fungus, algae, vegetation growth etc. Cleaning shall be carried out with contractor's trained staff, tools & plants, safety equipments etc. complete job including arranging safe approach. | Sqm | 300.00 | 354.98 | 1,06,494 |
| 26 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. | cum | 30.00 | 2,356.99 | 70,709.7 |
| 27 | 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 | 60.00 | 90.5 | 5,430 |
| 28 | Epoxy Grout | Kg | 550.00 | 1,236.33 | 6,79,981.5 |
| 29 | Providing weep holes by making suitable opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra. | Metre | 20.00 | 389.79 | 7,795.8 |
| 30 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 20.00 | 311.29 | 6,225.8 |
| 31 | 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 in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, 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 | 2.00 | 862.59 | 1,725.18 |
| 32 | Fish plates of 6 bolts. | Joint | 24.00 | 299.22 | 7,181.28 |
| 33 | Hole of dia. 26.5mm and above | Each | 144.00 | 259.11 | 37,311.84 |
| 34 | Rail section of 52Kg and above | Each | 10.00 | 110.37 | 1,103.7 |
| 35 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 180.00 | 30.19 | 5,434.2 |
| 36 | Under Traffic Block Conditions: | cum | 400.00 | 60.27 | 24,108 |
| 37 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 24.00 | 2,245.42 | 53,890.08 |
| 38 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 24.00 | 2,070.58 | 49,693.92 |
| 39 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 100.00 | 438.21 | 43,821 |
| 40 | 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 | 100.00 | 197.31 | 19,731 |
| 41 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 170.00 | 46.75 | 7,947.5 |
| 42 | For sleeper density of 1540 sleepers per km | TRM | 100.00 | 291.92 | 29,192 |
| 43 | 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 | 90.00 | 469.21 | 42,228.9 |
| 44 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 100.00 | 158.08 | 15,808 |
| 45 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 100.00 | 121.6 | 12,160 |
| 46 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 2.00 | 7,022.83 | 14,045.66 |
| 47 | 60 Kg - 110/90 UTS - Outside Track | Each | 24.00 | 210.19 | 5,044.56 |
| 48 | 60 Kg - 110/90 UTS - On Running Line | Each | 24.00 | 269.03 | 6,456.72 |
| 49 | Outside Track | Each | 100.00 | 65.23 | 6,523 |
| 50 | On Running Line | Each | 100.00 | 83.55 | 8,355 |
| 51 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 10.00 | 120.88 | 1,208.8 |
| 52 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 10.00 | 90.68 | 906.8 |
| 53 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 35.00 | 91.66 | 3,208.1 |
| 54 | Lead up to 5 Km | MT | 5.00 | 192.81 | 964.05 |
| 55 | Lead beyond 5 Km and up to 10 km | MT | 10.00 | 236.57 | 2,365.7 |
| 56 | Lead up to 5 Km | MT | 30.00 | 60.35 | 1,810.5 |
| 57 | Lead beyond 10 Km and up to 20 km | MT | 10.00 | 162.94 | 1,629.4 |
| 58 | From DMT - Not involving traffic block or on lines, not opened to traffic | MT | 30.00 | 135.66 | 4,069.8 |
| 59 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 20.00 | 425.03 | 8,500.6 |
| 60 | P.Way fittings of all types and other similar loose items | MT | 20.00 | 444.5 | 8,890 |
| 61 | Under Traffic Block Conditions | TRM | 90.00 | 499.17 | 44,925.3 |
| 62 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 9.00 | 5,066.23 | 45,596.07 |
| 63 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 9.00 | 4,200.46 | 37,804.14 |
| 64 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 400.00 | 68.98 | 27,592 |
| 65 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 400.00 | 166.07 | 66,428 |
| 66 | 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 | 36.60 | 245.14 | 8,972.12 |
| 67 | Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately. | Each | 4.00 | 3,836.96 | 15,347.84 |
| 68 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 858.69 | 42,934.5 |
| 69 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 50.00 | 878.02 | 43,901 |
| 70 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 3000.00 | 15.97 | 47,910 |
| Schedule total | ₹1,90,08,756.75 | ||||
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NIT-49-UMB-25-26.pdf
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AdcanceCorrectionslips12345678910ACS10clarification1.pdf
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