Loading
Loading…
Loading…
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
31 Aug 2026, 2:00 pm7d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
TENDER SEC
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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.
Similar Nature of work: Ay track work
32 conditions · 3 needing a document upload
Whether required test certificates/ samples, if any have been uploaded?
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Atorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a) Clause 17 of GCC - Part-1, for JV b) Clause 18 of GCC - Part 1, for Partnership Firm
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slip No.4 dt.07/08/2023 to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
SSE/P.way/SVKS section - Annual maintenance of track in between stations VPT(Exclu)-SNKL(Exclu) stations for the period of two year.
MDU-W-11-2026-04~SR
MDU-W-11-2026-04
Open
Works - General
24 Months
Madurai, Tamil Nadu
₹0
₹9.8 L
6 Aug 2026
6 Aug 2026
17 Aug 2026
56 items across 2 schedules · ₹4,90,63,943.67 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Girth over 60 cm and up to 1.5m | Each | 15.00 | 1,083.73 | 16,255.95 |
| 2 | Girth over 1.5m up to 3 m | Each | 10.00 | 2,160.77 | 21,607.7 |
| 3 | 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 the direction of flow and finishing the 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 | 30.00 | 1,001.17 | 30,035.1 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 650.00 | 39.41 | 25,616.5 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 650.00 | 41.74 | 27,131 |
| 6 | Ballasted Deck Bridge | Each | 200.00 | 622.59 | 1,24,518 |
| 7 | For 1.00m long fishplates | Joint | 420.00 | 139.62 | 58,640.4 |
| 8 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of 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 all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 1051400.00 | 6.54 | 68,76,156 |
| 9 | Rail section of 52Kg and above | Each | 200.00 | 123.43 | 24,686 |
| 10 | Sleepers up to 2.85 m length | Each | 44.00 | 676.7 | 29,774.8 |
| 11 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 41.00 | 933.14 | 38,258.74 |
| 12 | Sleepers of more than 4.20 m length | Each | 39.00 | 1,471.88 | 57,403.32 |
| 13 | 1 in 8½ Switch Assembly | Set | 2.00 | 15,047.37 | 30,094.74 |
| 14 | 1 in 12 Switch Assembly | Set | 8.00 | 16,754.58 | 1,34,036.64 |
| 15 | 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 | 177800.00 | 29.22 | 51,95,316 |
| 16 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each | 150.00 | 1,806.57 | 2,70,985.5 |
| 17 | For PSC Sleeper | TRM | 82000.00 | 99.38 | 81,49,160 |
| 18 | With Railway's Hydraulic Rail tensor | TRM | 9900.00 | 52.78 | 5,22,522 |
| 19 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 626.00 | 15,337.88 | 96,01,512.88 |
| 20 | 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 | 20.00 | 1,999.79 | 39,995.8 |
| 21 | With Contractor's hard wood block. | Each | 160.00 | 4,425.05 | 7,08,008 |
| 22 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 1200.00 | 292.68 | 3,51,216 |
| 23 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in- charge to keep drains clean and clear in cuttings etc. | RM | 22300.00 | 35.96 | 8,01,908 |
| 24 | For 52 Kg Rails | TRM | 29000.00 | 85.64 | 24,83,560 |
| 25 | Kilometre & Gradient post | Each | 335.00 | 100.96 | 33,821.6 |
| 26 | Hectometre Post | Each | 850.00 | 116.65 | 99,152.5 |
| 27 | Level Crossing Boards including Road Sign Boards | Each | 300.00 | 209.06 | 62,718 |
| 28 | Curve Board | Each | 62.00 | 184 | 11,408 |
| 29 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 3290.00 | 62.44 | 2,05,427.6 |
| 30 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 2620.00 | 145.04 | 3,80,004.8 |
| 31 | For day time block working | TRM | 313400.00 | 21.05 | 65,97,070 |
| 32 | For night time block working | TRM | 30000.00 | 23.61 | 7,08,300 |
| 33 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 1075.00 | 116.39 | 1,25,119.25 |
| 34 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 90.00 | 6,018.76 | 5,41,688.4 |
| 35 | 52 Kg - 90 UTS - Outside Track | Each | 150.00 | 274.77 | 41,215.5 |
| 36 | 52 Kg - 90 UTS- On Running Line | Each | 150.00 | 311.48 | 46,722 |
| 37 | On Running Line | Each | 200.00 | 90.38 | 18,076 |
| 38 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 2000.00 | 81.12 | 1,62,240 |
| 39 | Measuring of Toe Load of ERC during service i n field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each | 5200.00 | 5.73 | 29,796 |
| 40 | From Truck / Trailer | MT | 120.00 | 172.41 | 20,689.2 |
| 41 | Level crossings with concrete blocks road surface | Sqm | 750.00 | 596.74 | 4,47,555 |
| 42 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 250.00 | 1,307.16 | 3,26,790 |
| 43 | With Hot melt thermoplastic road marking paint | Sqm | 2400.00 | 252.51 | 6,06,024 |
| 44 | Fixing of Railway's existing precast concrete slabs of different sizes in position for level crossings / trolley path and filling gap between check rail / running rail, slabs, approaches etc. with asphalt complete and as directed. | Sqm | 1695.00 | 91.63 | 1,55,312.85 |
| 45 | Renewal of existing guard rails of all rail sections on bridge portion over wooden/PSC/steel channel sleepers excluding flared ends duly leading new guard rails including cutting of rails, drilling holes to the guard rails as required and as per drawings, refixing with all fastenings, and leading back the released rail, stacking at nominated place clear of infringements with all leads & lifts complete and as directed. | TRM | 700.00 | 259.55 | 1,81,685 |
| 46 | 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 | 5000.00 | 237.26 | 11,86,300 |
| 47 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 46.00 | 1,181.15 | 54,332.9 |
| 48 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1600.00 | 867.49 | 13,87,984 |
| Schedule total | ₹4,90,47,831.67 | ||||
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
TRRconditions.pdf
ATTACHMENT
DSRspecificationextract.pdf
ATTACHMENT
GCCApr2022withCorrectionSlip1to11.pdf
ATTACHMENT
RulesandRegulations-Aug2023.pdf
ATTACHMENT
BankGuaranteeBond-Modelform.pdf
ATTACHMENT
AddlSpecialconditionsofcontractforTrackNew.pdf
ATTACHMENT
AncillaryWorksatsitewelding.pdf
ATTACHMENT
RailpaintingCEcircular.pdf
ATTACHMENT
TSRCondition.pdf
ATTACHMENT
USSORSpecifications.pdf
ATTACHMENT
Specialconditionforcontractormovementofvehicle.pdf Movement of Vehicle
ATTACHMENT
Specialconditionforcontractormovementofvehicle.pdf
ATTACHMENT
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].