Loading
Loading…
Loading…
Tender Value
₹15.9 Cr
EMD Value
₹31.7 L
Closing Date
14 Aug 2026, 3:00 pm5d left
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.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
Similar nature of works for the above work is as under: -"Construction of any type of Bridge more than 3.0m span."
20 conditions · 3 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.
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 royalty's payable by the contractors 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.
General arrangement drawing for the work can be seen in the office of the Principal Chief Engineer West Central Railway Jabalpur at any time during the office hours. These drawing are only for the guidance of contractor's. Detailed 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 shall inspect the propose 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 be 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 Tenderer(s)/Contractor(s) shall upload along with the tender Photostat copies 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.
JOINT VENTURE will not be permitted for the tenders valuing less than or equal to Rs 10 crore.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modification, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
Tenderer shall go through tender document and upload the necessary document required vide it.
Price Variation Clause will be applicable for Tenders above Rs. 2 Crore.
BINA-KTE: Proposed replacement of steel girder to PSC slab for Major Bridge No. 1167/1 (1167/1A-1166/31A) Gadaghat bridge and 1175/3 Panghata Bridge, 6 No. span of 9.14m girder
DYCE-Br-L-JBP-OT-01-2026
DYCE-Br-L-JBP-OT-01-2026
Open
Works - General
24 Months
Jabalpur, Madhya Pradesh
₹0
₹31.7 L
23 Jul 2026
23 Jul 2026
31 Jul 2026
46 items across 1 schedule · ₹16,72,89,899.07 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 4000.00 | 212.37 | 8,49,480 |
| 2 | Soft rock (not requiring blasting) | cum | 2000.00 | 451.73 | 9,03,460 |
| 3 | Hard rock (blasting prohibited ) | cum | 1000.00 | 1,262.78 | 12,62,780 |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | cum | 2000.00 | 3,401.85 | 68,03,700 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 250.00 | 3,535.4 | 8,83,850 |
| 6 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 150.00 | 3,515.51 | 5,27,326.5 |
| 7 | 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 | 3000.00 | 749.27 | 22,47,810 |
| 8 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 1200.00 | 969.58 | 11,63,496 |
| 9 | 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 | 2000.00 | 118.44 | 2,36,880 |
| 10 | Providing and laying in position machine batched, machine mixed and machine v i b r a t e d 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 1 0 m 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. Note: 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 | 9000.00 | 5,852.18 | 5,26,69,620 |
| 11 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 1500.00 | 133.04 | 1,99,560 |
| 12 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 1500.00 | 16.02 | 24,030 |
| 13 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 5200.00 | 8,178.81 | 4,25,29,812 |
| 14 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 325.00 | 9,075.23 | 29,49,449.75 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 318600.00 | 118.78 | 3,78,43,308 |
| 16 | With Soffit level up to 9m above Bed level | cum | 290.00 | 3,585.08 | 10,39,673.2 |
| 17 | Providing, fabricating & fixing in 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 and 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 per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT | 22.00 | 2,12,500.48 | 46,75,010.56 |
| 18 | Extra for using HDPE sheathing in place of CRCA sheathing | Metre | 1600.00 | 147.17 | 2,35,472 |
| 19 | Up to 5.00 Km | MT | 2000.00 | 113.03 | 2,26,060 |
| 20 | Above 5 km up to 10 km | MT | 2000.00 | 148.41 | 2,96,820 |
| 21 | Delaunching of existing Structural steel plate girders / slabs and Launching New PSC girders / slabs | MT | 2000.00 | 914.04 | 18,28,080 |
| 22 | Epoxy Grout | Kg | 2000.00 | 1,474.97 | 29,49,940 |
| 23 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm | 2000.00 | 1,320.31 | 26,40,620 |
| 24 | For Casual/Scattered Rail Renewal work | RM | 600.00 | 39.44 | 23,664 |
| 25 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 600.00 | 58.59 | 35,154 |
| 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 | 400.00 | 187.56 | 75,024 |
| 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 | 400.00 | 29.01 | 11,604 |
| 28 | 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 | 600.00 | 27.59 | 16,554 |
| 29 | 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 t r a c k over it, all as per direction of Engineer-in-Charge. | TRM | 600.00 | 199.07 | 1,19,442 |
| 30 | 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 | 2000.00 | 46.99 | 93,980 |
| 31 | 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 | 400.00 | 448.69 | 1,79,476 |
| 32 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 600.00 | 109.42 | 65,652 |
| 33 | For PSC Sleeper | TRM | 450.00 | 93.84 | 42,228 |
| 34 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 450.00 | 144.51 | 65,029.5 |
| 35 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 450.00 | 111.16 | 50,022 |
| 36 | 60 Kg - 90 UTS - Outside Track | Each | 60.00 | 309.02 | 18,541.2 |
| 37 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 40.00 | 39.72 | 1,588.8 |
| 38 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 100.00 | 106.6 | 10,660 |
| 39 | Lead up to 5 Km | MT | 1000.00 | 175.92 | 1,75,920 |
| 40 | Lead beyond 5 Km and up to 10 km | MT | 1000.00 | 218.17 | 2,18,170 |
| 41 | From Truck / Trailer | MT | 100.00 | 98.23 | 9,823 |
| 42 | Under Traffic Block Conditions | TRM | 400.00 | 455.9 | 1,82,360 |
| 43 | Removing existing Channel/H-Beam sleepers with fittings from the running track under traffic block for TBTR & stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge. | Each | 1600.00 | 293.19 | 4,69,104 |
| 44 | 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 | 4.00 | 3,836.54 | 15,346.16 |
| 45 | 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 | 40.00 | 224.71 | 8,988.4 |
| 46 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 500.00 | 830.66 | 4,15,330 |
| Schedule total | ₹16,72,89,899.07 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Tenderdocumentforpscslab2026.pdf
ATTACHMENT
PSCslabworkspecialcondition30.07.26.pdf
ATTACHMENT
GCCcorrectionslipsupdateduptoCS10comprressed2026_compressed.pdf GCC correction slips
ATTACHMENT
GCCcorrectionslipCS112026_compressed.pdf
ATTACHMENT
GCCcorrectionslipsupdateduptoCS10comprressed2026_compressed.pdf
ATTACHMENT
PSCslabworkspecialcondition30.07.26.pdf
CORRIGENDUM
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].