Loading…
Loading…
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
26 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WORKS
24 conditions · 3 needing a document upload
Format of Declaration and Self certificate in case of small value tenders, (i.e. tender value less than Rs. 50 lakhs), is being attached in Documents Tab. Tenderers should download, fill and submit both the proforma along with their offer, failing which offer may be rejected summarily.
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
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.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
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.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025 and 04.03.2025 are applicable to this tender. Tenderers are requested to download the same from the railways website and ensure the implementation of the latest provisions made in GCC while execution of work. After that, if any latest correction slip issued by Railway Board on any matter, will also be applicable with immediate effect, though not mentioned in original tender document.
Bhopal Division- Increase of CSR of loop lines (Semarkhedi, Rahatwas,Pabai,Dagarhkeri, Dewanganj, Obaidullaganj, Misrod- Total 07 stations).
WCR-BPL-W-25-26-C-34-130~WCR
WCR-BPL-W-25-26-C-34-130
Open
Works - General
8 Months
Bhopal, Madhya Pradesh
₹0
₹97,100
26 Jan 2026
2 Jan 2026
12 Jan 2026
60 items across 1 schedule · ₹59,32,906.53 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as procedure prescribed in latest edition of IRPWM. | ERC per | 50000.00 | 4.6 | 2,30,000 |
| 2 | Removing seized ERC from SGCI inserts existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease specified quality as per provisions of IRPWM, directed by Engineer in-charge. Note: 1.List 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 taken to avoid any damage to the sleeper penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied each, if SGCI insert is broken or sleeper gets cracked in the process. | of ERC of as of be 3.A on | 2500.00 | 58.59 | 1,46,475 |
| 3 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM at | 1000.00 | 6.13 | 6,130 |
| 4 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing screw with specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 2. Due care shall be taken to avoid any damage to sleeper 3.A penalty of 50% of the basic cost new sleeper in nearest sleeper factory shall levied on each, if sleeper gets damaged in process. | Each the be the of be the | 100.00 | 428.9 | 42,890 |
| 5 | Rail section of 52Kg and above | Each | 100.00 | 152.2 | 15,220 |
| 6 | Under Traffic Block Conditions | Set | 4.00 | 7,909.82 | 31,639.28 |
| 7 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block its replacement with plain track as of adjoining section with all fittings including rail cutting drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set and and | 4.00 | 9,533.51 | 38,134.04 |
| 8 | 1 in 8½ Turnout (Under Traffic Block) | Set | 2.00 | 32,787.23 | 65,574.46 |
| 9 | 1 in 12 Turnout (Under Traffic Block) | Set | 1.00 | 37,570.36 | 37,570.36 |
| 10 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 1.00 | 5,967.2 | 5,967.2 |
| 11 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading dismantled Buffer stop materials to nominated places within station yard limits and stacking material-wise and classification-wise duly releasing all fittings carefully without causing damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. | Set the as any | 1.00 | 4,837.31 | 4,837.31 |
| 12 | 1 in 12 Turnouts | Set | 2.00 | 21,866.58 | 43,733.16 |
| 13 | Derailing Switch | Set | 5.00 | 8,913.68 | 44,568.4 |
| 14 | 1 in 12 Turnouts | Set | 2.00 | 59,017.9 | 1,18,035.8 |
| 15 | Derailing Switch | Set | 5.00 | 11,389.73 | 56,948.65 |
| 16 | For 1 in 12 Points & Crossing | Set | 2.00 | 10,439.93 | 20,879.86 |
| 17 | For Derailing Switch | Set | 5.00 | 6,105.01 | 30,525.05 |
| 18 | Depth of 200 mm below bottom of sleeper - Plain Track : | For TRM | 2000.00 | 490.56 | 9,81,120 |
| 19 | Depth of 250 mm below bottom of sleeper Turnouts | for TRM | 300.00 | 866.06 | 2,59,818 |
| 20 | Lifting and packing for regrading the existing PSC sleeper track to required height / level stages not exceeding 75mm or part thereof at 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 through packing to allow train movement 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 per procedure prescribed in latest edition IRPWM to get the proposed final level as approved working profile, as directed Engineer in-charge. | TRM in a of at as of per by | 5000.00 | 187.56 | 9,37,800 |
| 21 | 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 leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and directed by Engineer-In charge. | TRM by as | 10000.00 | 27.59 | 2,75,900 |
| 22 | When distance of nearest quarry is more than km and up to 100 km | 50 cum | 600.00 | 1,395.56 | 8,37,336 |
| 23 | Dismantling of existing LWR/SWR track of 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 laying new track over it, all as per direction Engineer-in-Charge. | any TRM of for of | 325.00 | 199.07 | 64,697.75 |
| 24 | Dismantling existing sand humps in yards from end of turnout to end of sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to the required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and as directed. | Each | 1.00 | 14,048.35 | 14,048.35 |
| 25 | With Tie bar pegs | Each | 11.00 | 95.48 | 1,050.28 |
| 26 | Spreading of ballast, from existing stacks available along formation on top or at cess, 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 Engineer in-charge. Note: Item is inclusive of providing ramp for taking roller to formation 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 in & by (a) and & | 600.00 | 46.99 | 28,194 |
| 27 | For sleeper density of 1660 sleepers per km | TRM | 450.00 | 312.42 | 1,40,589 |
| 28 | For other than PSC Sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 450.00 | 93.79 | 42,205.5 |
| 29 | For PSC Sleeper Track with Sleeper Density 1660 | of TRM | 450.00 | 144.51 | 65,029.5 |
| 30 | For PSC Sleeper Track with Sleeper Density 1660 | of TRM | 450.00 | 111.16 | 50,022 |
| 31 | 1 in 12 PSC layout | Set | 2.00 | 15,640.49 | 31,280.98 |
| 32 | 1 in 8½ Derailing Switch | Set | 5.00 | 1,709.55 | 8,547.75 |
| 33 | Without Rail tensor | TRM | 1800.00 | 50.9 | 91,620 |
| 34 | Replacing existing glued joint rail with cut rails with glued joint rail or insertion of glued joint cutting existing track under traffic condition cutting rails, refixing with all rail sleeper fastenings and providing required gaps carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | or Each by by for | 40.00 | 1,884.92 | 75,396.8 |
| 35 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM mid | 5000.00 | 15.62 | 78,100 |
| 36 | Trimming of tree branches coming within 6m centre line of track & those obstructing views Curves/LCs / Signal / Indicator at locations section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than cm will only be considered as tree branch. | of Each of in 20 | 85.00 | 179.77 | 15,280.45 |
| 37 | For day time block working | TRM | 5000.00 | 19.88 | 99,400 |
| 38 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 261.75 | 13,087.5 |
| 39 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 331.17 | 16,558.5 |
| 40 | Outside Track | Each | 200.00 | 53.95 | 10,790 |
| 41 | On Running Line | Each | 200.00 | 71.32 | 14,264 |
| 42 | In wagons not involving traffic block or on lines not opened to traffic but handling by mechanical means is not possible | MT | 100.00 | 170.64 | 17,064 |
| 43 | In Wagon where mechanical handling is possible a n d traffic block is not required or Truck/trailer. | MT in | 70.00 | 134.38 | 9,406.6 |
| 44 | For lead up to 500 metre. | MT | 100.00 | 403.67 | 40,367 |
| 45 | From Wagon where mechanical handling possible a n d traffic block is not required or Truck / trailer. | is MT in | 100.00 | 100.82 | 10,082 |
| 46 | During period of traffic block | MT | 100.00 | 30.73 | 3,073 |
| 47 | In Wagon where mechanical handling is possible a n d traffic block is not required or in Truck trailer | MT / | 100.00 | 106.6 | 10,660 |
| 48 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is required. | MT not | 60.00 | 133.94 | 8,036.4 |
| 49 | For lead up to 500 metres | MT | 160.00 | 314.3 | 50,288 |
| 50 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 275.73 | 13,786.5 |
| 51 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 153.76 | 15,376 |
| 52 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 533.89 | 53,389 |
| 53 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 851.96 | 1,27,794 |
| 54 | From Truck / Trailer | MT | 150.00 | 98.23 | 14,734.5 |
| 55 | From Truck / Trailer | MT | 150.00 | 103.01 | 15,451.5 |
| 56 | From Truck / Trailer | MT | 100.00 | 138.77 | 13,877 |
| 57 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 250.00 | 830.66 | 2,07,665 |
| 58 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling material | Hour of | 150.00 | 1,123.37 | 1,68,505.5 |
| 59 | Tractor with Trolley for local transportation other misc. works. | or Hour | 150.00 | 291.34 | 43,701 |
| 60 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and including crossing of track where necessary as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each lift and | 1.00 | 18,384.6 | 18,384.6 |
| Schedule total | ₹59,32,906.53 | ||||
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
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 .