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Tender Value
₹6.1 Cr
EMD Value
₹4.5 L
Closing Date
13 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
(PH-31)
TRACK
14 conditions · 3 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 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. (b) (i) In case of 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 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 each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Definition of Similar Work :- Any Railway Track Work including track maintenance work.
18 conditions · 5 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 the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-) 15% (minus Fifteen percent) on CPWD DSR rates Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
SW-I : Nanded Division - SSE/P.Way/LSR Jurisdiction: Proposed safety relates yard improvement & upgradation of works at various yards (IRPSM Project ID : 11.04.31.25.3.53.009)SW-II-Nanded Division - SSE/P.Way/AWB Jurisdiction: Proposed safety relates yard improvement & upgradation of works at various yards (IRPSM Project ID : 11.04.31.25.3.53.010)
T-202526-3-103~SCR
T-202526-3-103
Open
Works - General
9 Months
Nanded, Maharashtra
₹0
₹4.5 L
13 Feb 2026
20 Jan 2026
30 Jan 2026
114 items across 5 schedules · ₹6,52,74,376.22 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Providing and inserting nipples of size 12 20 mm dia. with approved fixing compound after drilling holes for grouting as Technical Specifications including subsequent cutting/removal and sealing the hole as necessary after completion grouting. | to Each per of of | 4200.00 | 61.45 | 2,58,090 |
| 2 | Epoxy Grout | Kg | 3500.00 | 1,234.54 | 43,20,890 |
| 3 | For Through Rail Renewal work | TRM | 3000.00 | 38.7 | 1,16,100 |
| 4 | For Through Rail Renewal work | TRM | 3000.00 | 39.9 | 1,19,700 |
| 5 | For PSC wider base sleepers - For location work involving deep screening. (deep screening to be paid separately) | of Each | 3652.00 | 171.67 | 6,26,938.84 |
| 6 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper supply and application of graphite grease, prescribed by Railway for under side liners & corresponding area of rail foot SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and other tools & plants complete and directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC in etc as of & all as | 13284.00 | 5.45 | 72,397.8 |
| 7 | Removing seized ERC from SGCI inserts existing track by using suitable approved chemicals and re-fixing after greasing insert eye and ERC with Contractor's grease of specified quality as per provisions IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection SSE/P.Way and marked prior to execution this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty 50% of the basic cost of new sleeper nearest sleeper factory shall be levied each, if SGCI insert is broken or sleeper gets cracked in the process. | of ERC of of of of of in on | 3000.00 | 44.66 | 1,33,980 |
| 8 | On Cess | Each | 500.00 | 220.09 | 1,10,045 |
| 9 | Hole of dia. 26.5mm and above | Each | 680.00 | 269.64 | 1,83,355.2 |
| 10 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any 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 | 18.00 | 3,927.85 | 70,701.3 |
| 11 | 1 in 8½ Points & Crossing | Set | 10.00 | 11,565.13 | 1,15,651.3 |
| 12 | 1 in 12 Points & Crossing | Set | 10.00 | 15,720.77 | 1,57,207.7 |
| 13 | Depth of 250 mm below bottom of sleeper For Plain Track : | - TRM | 3000.00 | 444.55 | 13,33,650 |
| 14 | Depth of 300 mm below bottom of sleeper For Plain Track : | - TRM | 4700.00 | 500.92 | 23,54,324 |
| 15 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 1000.00 | 711.28 | 7,11,280 |
| 16 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard cutting. | Each of / | 6500.00 | 4.76 | 30,940 |
| 17 | Lifting and packing for regrading existing PSC sleeper track to required height / level in stages not exceeding 75mm part thereof at a time, providing permissible ramp for the track, insertion of moorum sand / stone ballast uniformly under 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 leads & lifts and fixing, marking, painting level pegs at every 30m interval. Note: Lifting of track shall be done in stages as procedure prescribed in latest edition IRPWM to get the proposed final level as approved working profile, as directed Engineer in-charge. | the TRM or / the all rail per of per by | 8000.00 | 154 | 12,32,000 |
| 18 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm item nos. 083010 for each TRM. | TRM for | 2000.00 | 23.82 | 47,640 |
| 19 | Boxing and profiling of ballast as procedure prescribed in latest edition 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 by leading to maximum of 50m including crossing track, deweeding on ballast section etc and as directed by Engineer-In charge. | per TRM of the a of | 20000.00 | 22.66 | 4,53,200 |
| 20 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion Welder and finishing of weld to meet prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. complete the work in all respect as per "Manual for Fusion Welding of Rails Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint original position and fixing of joggled plate at new weld, to be removed after passing of weld in USFD test as directed Engineer in charge. Note: 1. Only welding portion and related accessories as Annexure - I and Welder shall be supplied Railways. 2. Hydraulic Weld trimmer shall used for chipping and profile Grinder finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway nearest P. Way Stores and the same shall returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each & the to IR's by to fish by per by be for at be | 1000.00 | 1,443.86 | 14,43,860 |
| 21 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 5700.00 | 89.98 | 5,12,886 |
| 22 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 10000.00 | 118.77 | 11,87,700 |
| 23 | 1 in 8½ PSC layout | Set | 30.00 | 9,887.36 | 2,96,620.8 |
| 24 | 1 in 12 PSC layout | Set | 57.00 | 12,857.58 | 7,32,882.06 |
| 25 | Without Rail tensor | TRM | 12000.00 | 43.36 | 5,20,320 |
| 26 | Replacing existing glued joint rail with rails or with glued joint rail or insertion 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 alternative to drilling holes or joining rails with fish plates duly drilling holes r e q u i r e d including stacking of released material and as directed by engineer charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation materials to the site of work from supply points, if more than 250m, shall be paid separately. | cut Each of an as in- of | 8.00 | 1,567.39 | 12,539.12 |
| 27 | For 52 Kg Rails | TRM | 6000.00 | 57.8 | 3,46,800 |
| 28 | Attending the CC apron repairs under sleeper where there is separation of PSC Sleeper along whole periphery and puncturing of apron under the sleepers, chiselling as required including removal foreign materials from the sleeper trench and dewatering duly filling cement concrete with CONBEXTRA-GP2 or similar, the narrow gaps completely including pouring, finishing, curing to match with the existing C.C.apron surface and slopes complete, labour charges in traffic block and as per the direction Engineer In charge. | the Each of of | 800.00 | 1,745.51 | 13,96,408 |
| 29 | Carrying out preparatory works operation of Ballast Cleaning Machine (BCM) which includes making trench in track inserting cutter bar, supporting track wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width between rails. Rate includes miscellaneous works, e.g. opening and fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | for TRM for on or all re- | 5000.00 | 13.98 | 69,900 |
| 30 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied department and attending track parameters etc. complete so as to make track fit for kmph speed. | TRM is by 20 | 5000.00 | 33.79 | 1,68,950 |
| 31 | Removal of screened muck discharged BCM, where muck disposal on side slope restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep alternatively carting it up to 50m disposing off beyond the end of cutting platform and making up cess wherever low. | by TRM is or for / | 5500.00 | 25.65 | 1,41,075 |
| 32 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 5500.00 | 2.38 | 13,090 |
| 33 | Removing the ballast from shoulders, over after BCM working, screening the same removing the muck and putting back screened ballast into track, boxing ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required cess repairs and as directed by Engineer-in-charge. Note: This item shall used only when BRM is not available. | left TRM the the for the be | 5000.00 | 17.77 | 88,850 |
| 34 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast tamping zone keeping rails & sleeper free from ballast, spacing and squaring sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre post working Note: Payment shall be made only once in irrespective of numbers TTRM packing round and after restoration normal speed and restoration of complete ballast profile and cess profile. | TRM in top of & of of | 5000.00 | 31.86 | 1,59,300 |
| 35 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to standards in specific time including crossing of tracks etc. complete and as directed the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ second trench near sleeper No 62 ( 1in etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing Levelling of muck duly ensuring levelling muck on cess side and lowering of cess the deep screened depth and removing muck in between the lines and leading up 250mts. Note: 1. For technical reasons, some of the points and crossings cannot deep screened either fully or partially BCM, in which case, the left over length be deep screening manually. 2. The length of points and crossings assembly payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM the by the and 12) & 4 To of & the / of to of to be by will for | 6200.00 | 361.07 | 22,38,634 |
| 36 | For day time block working | TRM | 9000.00 | 16.42 | 1,47,780 |
| 37 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 55.00 | 8,057.73 | 4,43,175.15 |
| 38 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 77.00 | 9,376.4 | 7,21,982.8 |
| 39 | 52 Kg - 90 UTS - Outside Track | Each | 275.00 | 191.5 | 52,662.5 |
| 40 | 52 Kg - 72 UTS & other rails - Outside Track | Each | 300.00 | 116.22 | 34,866 |
| 41 | 60 Kg - 110/90 UTS - On Running Line | Each | 650.00 | 270.31 | 1,75,701.5 |
| 42 | 52 Kg - 90 UTS- On Running Line | Each | 145.00 | 219.15 | 31,776.75 |
| 43 | Outside Track | Each | 160.00 | 50.55 | 8,088 |
| 44 | On Running Line | Each | 245.00 | 64.84 | 15,885.8 |
| 45 | For erection | Each | 168.00 | 220.96 | 37,121.28 |
| 46 | For removal | Each | 148.00 | 179.15 | 26,514.2 |
| 47 | Arranging labour as and when required the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as specifications, special conditions detailed scope of work as furnished in tender and as directed by the Engineer charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN charge. | by Day per and the in in | 600.00 | 606.09 | 3,63,654 |
| 48 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with contractor's labour, materials, tools, plants etc. and all lead and lift including crossing track where necessary and as directed Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling holes will be paid separately. | Each all of by of | 18.00 | 14,080.46 | 2,53,448.28 |
| Schedule total | ₹2,40,90,562.38 | ||||
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