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Tender ID
Tender Value
₹29.6 Cr
EMD Value
₹16.3 L
Closing Date
3 Apr 2026, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
BRIDGE
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-III, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar Nature of Work: Construction/Rehabilitation of any type of Bridge or any RCC work.
19 conditions · 2 needing a document upload
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.
All rates quoted in the tender shall be deemed to be inclusive of all Taxes royalties payable by the contractor's to the Government or public body or local authority and no additional amount will be paid or claim entertained on this account by the Railway.
It is responsibility of the tenderer that they ensure to see any corrigendum of the tender to check the corrigendum on the website from time to time.
The tenderer shall inspect the proposed site of work and acquaint himself/themselves with the site conditions, working hours, layout of laid trees and shrubs that he/they cut for making stacking, space for aggregates approach road, path way available working area, local conditions etc. and all other relevant items connected with the execution of the work. No claims shall been entertained from the contractors for making his/their own arrangement for approaches/approach roads etc. in and outside Rly Land and contractor will bear entire expenses such as road taxes, payment for right of way etc. to outsiders and for constructions of approaches/approach road etc.
The tenderers shall not add any conditions on their own either in their covering letter or in the tender documents while submitting their offer. Any such conditions if stated and if are in violation of the Railways tender conditions or having financial implication may lead to summary rejection of the offer. Railway reserves the right to rejects such tenders summarily without assigning any reasons whatsoever.
JOINT VENTURE will not be permitted for the tenders valuing less than or equal to Rs 10 crore.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest money Deposit(EMD), Performance Guarantee(PG) and Security Deposit (SD) of contract forfeited and agency barred for doing business on entire Indian Railways for 5 (five) years.
The railway reserves the right of verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not be relieve then bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway thereunder.
General Arrangement drawing for the work can be seen in the office of the Dy. CE/Br Line/ WCR BPL's office at any time during the office hours. These drawing are only for the guidance for the contractor. Detail working drawing if required based generally on the drawing mentioned above and various condition mentioned in tender documents shall be submitted by the tenderer for approval of the same by railway.
The tenderer(s) / Contractor(s)shall upload along with the tender photo state copy of credentials for having successfully executed works of similar nature and required magnitude in the recent past. Tenders not accompanying with these documents are liable to be rejected.
The tenderer(s) / Contractor (S) shall upload a list of works which are currently being executed by them, their contact value and date of completion.
Name of work: Kota-Mathura Section: Replacement of existing plate girder by PSC slab at Br. No. 332DN (4x12.20m),Nagda-Mathura Section: Replacement of existing plate girder by PSC slab at Br. No. 44UP (3x12.20m), 118DN (3x9.14m), 271UP (2x9.14m), 290 UP (2x6.02+1x12.07m), 332UP (4x12.20m), 362UP (3x12.19m), 381UP (1x12.19m), 529UP (5x12.20m), 529DN (5x12.20m), 534UP (5x12.19m), 535UP (5x12.19m), 541UP (2x12.20m) & 611DN (2x11.51m) under the jurisdiction of AXEN/Br/Kota and Replacement of existing plate girder by PSC slab at Br.No.35UP (4X12.20m) at Km 39/03-05, 94UP (6X12.20m) at Km 110/03- 05 & 96UP (8X12.20m) at Km 110/15-17 in Kota Ruthiyai section under the jurisdiction of ADEN/BR/KOTA
DYCE-Br-L-KOTA-OT-01-2026~WCR
DYCE-Br-L-KOTA-OT-01-2026
Open
Works - General
24 Months
Bhopal, Madhya Pradesh
₹0
₹16.3 L
3 Apr 2026
6 Mar 2026
20 Mar 2026
68 items across 3 schedules · ₹31,48,27,079.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 0m to 10m | Metre | 360.00 | 1,525.25 | 5,49,090 |
| 2 | All kinds of soils | cum | 19150.00 | 212.37 | 40,66,885.5 |
| 3 | Soft rock (not requiring blasting) | cum | 5900.00 | 451.73 | 26,65,207 |
| 4 | Hard rock (blasting prohibited ) | cum | 1000.00 | 1,262.78 | 12,62,780 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 1400.00 | 3,535.4 | 49,49,560 |
| 6 | Abutment & Pier | cum | 1050.00 | 3,550.29 | 37,27,804.5 |
| 7 | Wing wall and Return wall | cum | 950.00 | 3,550.29 | 33,72,775.5 |
| 8 | 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 materials and labour complete excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum all but | 50.00 | 3,575.98 | 1,78,799 |
| 9 | Providing and fixing Weep Holes Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A marked with all contractor's men, material, transportation, all taxes as per specifications and directed by Engineer-in-Charge. | in Metre ISI as | 1225.00 | 319.74 | 3,91,681.5 |
| 10 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand approved quality in Drop and curtain wall and alike structures below bed level, complete in respect as per drawings and technical specifications to satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum Mix at of all the | 1610.00 | 3,480.72 | 56,03,959.2 |
| 11 | 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 above ground level | Sqm & 5m | 11550.00 | 749.27 | 86,54,068.5 |
| 12 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 9750.00 | 969.58 | 94,53,405 |
| 13 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 1500.00 | 118.44 | 1,77,660 |
| 14 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as approved Design Mix (mixed Mobile Concrete Batching/Mixing Plant at site using 20mm graded crushed stone aggregate and coarse sand of approved quality jacketing of piers and abutments from bottom of foundation up to height of 10m for designed thickness of jacketing including finishing, using Plasticiser approved proportions (as IS:9103), to modify workability without impairing strength and durability complete as specifications and direction of Engineer in charge. N o t e : Payment for cement, reinforcement and shuttering shall be paid extra under relevant item. 2. Plasticizer shall invariably used in approved proportion increase workability with minimum possible quantity of cement for grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticisers at the stage of Design and in that case deduction shall be made as per relevant item. | cum per in in a in per per the 1. be to all Mix | 4672.00 | 5,852.18 | 2,73,41,384.96 |
| 15 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 6720.00 | 133.04 | 8,94,028.8 |
| 16 | Extra for inserting of dowel bars specified dia. (cost of rods to paid extra) | of Metre be | 4880.00 | 16.02 | 78,177.6 |
| 17 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 3616.94 | 8,178.81 | 2,95,82,265.04 |
| 18 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 2200.00 | 9,075.23 | 1,99,65,506 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more approved brands/makes. | Kg of | 831000.00 | 118.78 | 9,87,06,180 |
| 20 | Providing and launching in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as approved Design Mix (mixed Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality the Precast Prestressed (Post- tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as IS:9103), to modify workability without impairing strength and durability, complete as drawings, specifications and direction of the Engineer. Note: Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case slab as per relevant item. 2. pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade Design Mix Concrete unless it specifically approved citing reasons at the stage of Mix Design and that case deduction shall be made as per relevant item. | cum per in for per per 1. the of For 3. of is in | 2330.00 | 3,480.72 | 81,10,077.6 |
| 21 | Providing, fabricating & fixing position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post- tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar approved quality to avoid corrosion. Cement for grouting be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | in MT and per of to | 205.00 | 2,12,500.48 | 4,35,62,598.4 |
| 22 | Providing, fabricating & fixing position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Pretensioned Prestressed Concrete girders/slabs including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, placing, bending, routing, fixing, stressing including all lead and with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Payment shall be made in terms weight of HTS cables as drawing. | in MT etc. lift of per | 5.00 | 1,36,840.47 | 6,84,202.35 |
| 23 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting the ducts will be done extra. | cum for of | 75.00 | 3,480.72 | 2,61,054 |
| 24 | Up to 5.00 Km | MT | 660.00 | 113.03 | 74,599.8 |
| 25 | Deduction in rate of 031010, 031020 and 031030 for casting slab in place of Girder for height | cum of any | 1080.00 | -34.79 | -37,573.2 |
| 26 | Delaunching of existing PSC girders / slabs and Launching New PSC girders / slabs | MT | 7805.00 | 907.4 | 70,82,257 |
| 27 | Delaunching of existing Structural steel plate girders / slabs Launching New PSC girders / slabs | MT and | 1400.00 | 914.04 | 12,79,656 |
| 28 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front toe of embankment complete per drawing and Technical Specifications (filter media to paid separately under the relevant item). | cum of as be | 800.00 | 1,881.62 | 15,05,296 |
| 29 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 slopes laid over prepared filter media including boulder apron dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate excluding cost of cement which shall be paid extra under relevant item. | cum on laid is | 2900.00 | 3,450.09 | 1,00,05,261 |
| 30 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 1380.00 | 3,122.01 | 43,08,373.8 |
| 31 | Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement Sand mortar as per drawing Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. | cum and be | 1380.00 | 3,088.08 | 42,61,550.4 |
| 32 | Providing weep holes by making suitable opening or drilling existing Brick Masonry / Plain Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : coarse sand). Rate is excluding cost of cement which shall be paid extra. | Metre in / the 2 the | 100.00 | 512.16 | 51,216 |
| 33 | 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 direction of flow and finishing 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 the the | 4.00 | 1,111.16 | 4,444.64 |
| 34 | Providing cast in-situ plaques bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded 30mm deep notch over abutment & piers, engraving the letters figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as complete job. | for Each in & a | 4.00 | 1,492.2 | 5,968.8 |
| 35 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in respect. Payment boulder/cobbles will be done extra. | cum & all for | 1150.00 | 407.41 | 4,68,521.5 |
| 36 | For average lead up to 50m and up to 5m | lift cum | 2500.00 | 113.06 | 2,82,650 |
| 37 | Extra over item no. 082011 each additional average lead 50m or part thereof when total average lead exceeds 50m, but to 250m. Note: This item may used only in exceptional circumstance under prior order record. | for Each of up be on | 1725.00 | 27.85 | 48,041.25 |
| 38 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average exceeds 5m. | Each lift | 1000.00 | 12.67 | 12,670 |
| 39 | Lifting and packing for regrading the existing PSC sleeper track required height / level in stages exceeding 75mm or part thereof 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 restricted speed of 30 kmph for 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 IRPWM to get the proposed final level as per approved working profile, as directed by Engineer charge. | TRM to not at / at a & of in- | 1400.00 | 187.56 | 2,62,584 |
| 40 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 880.00 | 29.01 | 25,528.8 |
| 41 | Boxing and profiling of ballast 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 same in crib and shoulder leading to a maximum of 50m including crossing of track, deweeding on ballast section and as directed by Engineer-In charge. | as TRM the by etc | 600.00 | 27.59 | 16,554 |
| 42 | Removing, screening and salvaging ballast from track, duly digging scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer charge. Note: Payment shall made for quantity of ballast stacked after screening retrieved ballast from track. | cum / for in- be of | 200.00 | 324.8 | 64,960 |
| 43 | When distance of nearest quarry more than 50 km and up to 100 | is cum km | 2300.00 | 1,395.56 | 32,09,788 |
| 44 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking 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 per direction of Engineer-in- Charge. | TRM of as | 1580.00 | 199.07 | 3,14,530.6 |
| 45 | Spreading of ballast, from existing stacks available along formation top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes form consolidated ballast bed approximately 250mm thickness a width of 4m symmetrical centre line of proposed track correct line & level with all ascents & descents, as directed Engineer in-charge. Note: Item inclusive of (a) providing ramp taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling excess ballast while rolling obtain uniform plane cambered surface. | cum on all to of to to in by is for of to | 2300.00 | 46.99 | 1,08,077 |
| 46 | Linking of BG track (with guard ) 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 sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types fittings and fastenings to correct gauge & alignment, lubrication 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 meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment Tamping Machine. Note: 1.Rail cutting and Hole drilling shall paid separately. 2.Spreading ballast and compaction shall paid separately under relevant item. 3. This item shall applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item plain track linking. | rail TRM of of of and of be of be be for | 1580.00 | 448.69 | 7,08,930.2 |
| 47 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km more | TRM or | 600.00 | 109.42 | 65,652 |
| 48 | For PSC Sleeper | TRM | 1380.00 | 93.84 | 1,29,499.2 |
| 49 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1580.00 | 144.51 | 2,28,325.8 |
| 50 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1380.00 | 111.16 | 1,53,400.8 |
| 51 | 52 Kg - 90 UTS - Outside Track | Each | 30.00 | 289.44 | 8,683.2 |
| 52 | Drilling holes of specified size bond holes with 7.2mm dia twist to correct spacing location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour complete as directed by Engineer in charge at site. | for Each drill and etc the | 120.00 | 39.72 | 4,766.4 |
| 53 | I n Wagon where mechanical handling is possible a n d traffic block is not required or in Truck trailer | MT / | 60.00 | 106.6 | 6,396 |
| 54 | Lead up to 5 Km | MT | 2.00 | 175.92 | 351.84 |
| 55 | From Truck / Trailer | MT | 60.00 | 98.23 | 5,893.8 |
| 56 | Providing and fixing of flared portion of guard rails of any section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways fixing it with bolts of 16mm dia directed complete and finished 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 SSE stores depot. | Set rail of and as as & at | 2.00 | 3,836.54 | 7,673.08 |
| 57 | Clearing waterway of major minor bridges by removing weeds shrubs / bushes, removing deposit, filling scours, if any up 10 metre from centre of bridge either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | & Metre / silt to on | 56.00 | 224.71 | 12,583.76 |
| 58 | JCB Backhoe Loaders 3DX Plus similar with minimum 1.10 cum bucket capacity | or Hour | 150.00 | 830.66 | 1,24,599 |
| 59 | to cum to The = | 11500.61 | 42.47 | 4,88,430.91 | |
| Schedule total | ₹30,95,39,291.83 | ||||
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