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Tender Value
₹80.4 L
EMD Value
₹1.6 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DIVISION
13 conditions · 2 needing a document upload
Financial Eligibility Criteria:--- 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria:--- (a)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. (Please refer Tender booklet for further clarification) Similar Nature of work - Any track works by manually or mechanical means involving deep screening or TSR or TRR or Casual Renewals or TWR or turnouts or dismantling of tracks etc.
4 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.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
1) New Amravati station - Trackwork in connection with Provision of High Level Passenger Platform and Development of Goods Shed Facilities. (WP 2024-25 IRPSM ID-01.01.16.25.3.50.012). 2) Akola station - Trackwork in connection with Extension of UP Shunting Neck for full length to facilitate replacement/removal of Goods Shed. (WP 2025-26 IRPSM ID-01.01.16.25.3.50.011).
DRMWBSL162026t9
DRMWBSL162026t9
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹1.6 L
16 Jun 2026
25 May 2026
2 Jun 2026
84 items across 2 schedules · ₹1,03,48,568.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 5070.00 | 9.51 | 48,215.7 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 400.00 | 36.96 | 14,784 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 5070.00 | 39.13 | 1,98,389.1 |
| 4 | Fish plates of 6 bolts. | Joint | 390.00 | 269.63 | 1,05,155.7 |
| 5 | 1 in 8½ Turnout (Under Traffic Block) | Set | 2.00 | 31,758.36 | 63,516.72 |
| 6 | 1 in 12 Turnout (Under Traffic Block) | Set | 1.00 | 36,506.17 | 36,506.17 |
| 7 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 1.00 | 5,750.09 | 5,750.09 |
| 8 | 1 in 12 Turnouts | Set | 5.00 | 70,829.55 | 3,54,147.75 |
| 9 | Derailing Switch | Set | 1.00 | 15,158.78 | 15,158.78 |
| 10 | 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 | 2535.00 | 185.83 | 4,71,079.05 |
| 11 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 750.36 | 28.79 | 21,602.86 |
| 12 | 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 | 2535.00 | 27.33 | 69,281.55 |
| 13 | For 60 Kg - 90 UTS Rail | Each | 390.00 | 4,296.28 | 16,75,549.2 |
| 14 | 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 | 200.00 | 182.52 | 36,504 |
| 15 | 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 | 13,905.19 | 13,905.19 |
| 16 | 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 | 7605.00 | 38.64 | 2,93,857.2 |
| 17 | For sleeper density of 1660 sleepers per km | TRM | 2535.00 | 285.17 | 7,22,905.95 |
| 18 | Construction of Sanded Dead End as per RDSO's Drawing no. RT-347 (with all amendments) with brick-work using country bricks or CC bricks in mud mortar and filling with river coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate. | Each | 4.00 | 11,420.64 | 45,682.56 |
| 19 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 5070.00 | 143.12 | 7,25,618.4 |
| 20 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2535.00 | 110.09 | 2,79,078.15 |
| 21 | 1 in 12 PSC layout | Set | 5.00 | 15,486.63 | 77,433.15 |
| 22 | 1 in 8½ Derailing Switch | Set | 1.00 | 1,691.82 | 1,691.82 |
| 23 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for 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. | Each | 22.00 | 1,880.5 | 41,371 |
| 24 | For 60 Kg Rails | RM | 5070.00 | 47.33 | 2,39,963.1 |
| 25 | 1 in 12 Turnout | Set | 5.00 | 1,193.04 | 5,965.2 |
| 26 | Derailing Switch | Set | 1.00 | 381.63 | 381.63 |
| 27 | 60 Kg - 110/90 UTS - Outside Track | Each | 780.00 | 216.45 | 1,68,831 |
| 28 | Outside Track | Each | 2340.00 | 52.95 | 1,23,903 |
| 29 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 351.00 | 117.25 | 41,154.75 |
| 30 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 30.00 | 117.1 | 3,513 |
| 31 | For lead up to 500 metre. | MT | 210.60 | 399.09 | 84,048.35 |
| 32 | For lead beyond 500 metre and up to 1 Km. | MT | 140.40 | 514.73 | 72,268.09 |
| 33 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 351.00 | 28.72 | 10,080.72 |
| 34 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 351.00 | 87.44 | 30,691.44 |
| 35 | During period of traffic block | MT | 304.20 | 30.54 | 9,290.27 |
| 36 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 1461.00 | 89.7 | 1,31,051.7 |
| 37 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 241.00 | 116.66 | 28,115.06 |
| 38 | For lead up to 500 metres | MT | 1021.20 | 310.74 | 3,17,327.69 |
| 39 | For lead beyond 500 metre and up to 1 Km | MT | 680.80 | 460.7 | 3,13,644.56 |
| 40 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 1702.00 | 30.98 | 52,727.96 |
| 41 | Lead up to 5 Km | MT | 22.00 | 176.93 | 3,892.46 |
| 42 | Lead beyond 100 Km and up to 150 Km | MT | 22.00 | 907.76 | 19,970.72 |
| 43 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 6468.00 | 2.98 | 19,274.64 |
| 44 | Lead up to 5 Km | MT | 2083.00 | 57.41 | 1,19,585.03 |
| 45 | Lead beyond 100 Km and up to 150 Km | MT | 2083.00 | 788.23 | 16,41,883.09 |
| 46 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 112014.00 | 2.98 | 3,33,801.72 |
| 47 | From Truck / Trailer | MT | 1461.00 | 86.59 | 1,26,507.99 |
| 48 | From Truck / Trailer | MT | 241.00 | 88.64 | 21,362.24 |
| 49 | From Truck / Trailer | MT | 30.00 | 116.13 | 3,483.9 |
| 50 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 3.00 | 458.68 | 1,376.04 |
| 51 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 53.00 | 889.42 | 47,139.26 |
| Schedule total | ₹92,88,418.7 | ||||
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drmwbsl162026t9.pdf
ATTACHMENT
GCC-2022-uptoACS10.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf Annexure VIA Format of EMD and PBG
ATTACHMENT
PCEcircular.pdf
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BeneficiaryName.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf
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