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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
23 Jan 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
TRD
16 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Note: In case, date of tender inviting is on or after date of statutory deadline for audit of balance sheet of previous FY (i.e. 30th Sept or as further extended for this FY), audited balance sheet of 4th previous year shall not be considered unless concerned CA certifies that balance sheet is not audited yet as on date of invitation of this tender.
Contractor/Firm should have Valid Electrical contractor license.
5 conditions · 2 needing a document upload
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 shall submit all relevant documents as detailed in para 14 & 18.10 of Tender Form (Second Sheet) of Part I of GCC work-2022.
The tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. (Para no. 15 of Tender Form (Second Sheet) of Part I of GCC-2022).
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.
Contractor should quote only the above/below percentage on estimated value, in the space provided at web portal for the purpose & nowhere else. Financial & Technical conditions quoted at any place other than prescribed space shall not be entertained while evaluating the offer.
Tenderer are required to go through the documents attached along with the tender and submit their bids accordingly.
TRD modification work in c/w Engg. works of Ballast depot, TWR, TBR, SEJ, TTR, TRR in Anupgarh-Suratgarh-Lalgarh-Kolayat-Phalodi & Lalgarh-Ratangarh section over Bikaner Division.
28-TRDBKN-ETender-24-25R5~NWR
28-TRDBKN-ETender-24-25R5
Open
Works - General
10 Months
Bikaner, Rajasthan
₹0
₹2.0 L
23 Jan 2026
1 Jan 2026
9 Jan 2026
91 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 1,00,60,511.24 | ||
| — | 9.00 | — | — | ||
| Concrete for foundation and plinth in all type of soil including hard / rocky soil (including excavation and supply of all material viz. sand, cement and ballast, padding etc.). | — | — | — | 70,636.5 | |
| — | 0.80 | — | — | ||
| Supply of rolled or fabricated and galvanized traction mast, TTC, Portals, AT masts, feeder mast, bridge masts, DA etc. | — | — | — | 1,11,422.8 | |
| — | 0.80 | — | — | ||
| Erection of rolled or fabricated and galvanized traction mast, TTC, Portals, AT masts, feeder mast, bridge masts, DA etc. | — | — | — | 8,671.6 | |
| — | 0.20 | — | — | ||
| Supply of fabricated & galvanized steel work (SPS) other than masts with necessary components. | — | — | — | 27,855.7 | |
| — | 0.20 | — | — | ||
| Erection of fabricated & galvanized steel work (SPS) other than masts with necessary components. | — | — | — | 2,167.9 | |
| — | 1.00 | — | — | ||
| Supply of single cantilever assembly for conventional OHE (without insulator). | — | — | — | 26,358 | |
| — | 1.00 | — | — | ||
| Supply of Stay and bracket tube Porcelain type insulators (CD 1050mm) for single bracket assembly. | — | — | — | 11,941.2 | |
| — | 1.00 | — | — | ||
| Erection of single cantilever assembly complete with insulator for conventional OHE. | — | — | — | 2,672.7 | |
| — | 14.00 | — | — | ||
| Adjustment of OHE turnout (2 turnouts to be considered as 1 no.) / x-overs. | — | — | — | 2,70,573.8 | |
| Each Span | 1.00 | — | — | ||
| Transfer of OHE from one support to another and adjustment of droppers / slewing of OHE. | — | — | — | 5,961 | |
| — | 156.00 | — | — | ||
| Supply of material of 5/7 MM dropper wire for re-droppering of spans. | — | — | — | 1,65,859.2 | |
| Each Span | 246.00 | — | — | ||
| Re-droppering of spans including making profiling and adjustment of height & adjustment of encumbrance including removal of kink. | — | — | — | 4,45,309.2 | |
| — | 1.00 | — | — | ||
| Supply of Fixed Termination Anchor (FTA) standard arrangement complete (without insulator). | — | — | — | 9,473 | |
| — | 1.00 | — | — | ||
| Erection of Fixed Termination Anchor (FTA) standard arrangement (with insulator). | — | — | — | 2,469.6 | |
| — | 1.00 | — | — | ||
| Supply of complete Guy rod assembly. | — | — | — | 11,393.1 | |
| — | 1.00 | — | — | ||
| Erection of complete Guy rod assembly. | — | — | — | 1,801.7 | |
| — | 1.00 | — | — | ||
| Supply of 9 Tonne porcelain cut in insulator. | — | — | — | 5,038.3 | |
| — | 51.00 | — | — | ||
| Supply of material for single earth electrode with earth pit complete as per RDSO Drg. No. ETI/OHE/P/7020 or latest. Price also covers supply of 40 x 6 mm MS flat as well as all nut bolts necessary for earthing connection. | — | — | — | 2,15,918.7 | |
| — | 51.00 | — | — | ||
| Erection of single earth electrode with pit as per RDSO Drg. No. ETI/OHE/P/7020 or latest. The price include digging / excavation of earth, treatment of earth electrode by charcoal & salt, bonding with supply, fabrication (shaping) and providing 40 x 6 mm MS flat for earthing connection with making holes and bolting (Galvanized fasteners / bolts) for earth connections between earthing station & structure / equipment and from earth pit to rail. The connecting MS flats are to be painted with two coat of red oxide and two coat of black bituminous paint. The price also includes erection of earth pit duly white wash & painting of earth value on the same. | — | — | — | 89,958.9 | |
| — | 1630.00 | — | — | ||
| Supply of structure bonds. | — | — | — | 14,18,752 | |
| — | 1630.00 | — | — | ||
| Erection of structure bonds. | — | — | — | 2,39,121 | |
| — | 830.00 | — | — | ||
| Supply of transverse (cross rail, inter track) & special bonds. | — | — | — | 10,15,754 | |
| — | 830.00 | — | — | ||
| Erection of transverse (cross rail, inter track) & special bonds. | — | — | — | 92,047 | |
| — | 955.00 | — | — | ||
| Supply of longitudinal bonds. | — | — | — | 7,47,669.5 | |
| — | 955.00 | — | — | ||
| Erection of longitudinal bonds. | — | — | — | 1,12,785.5 | |
| — | 100.00 | — | — | ||
| Construction and supply of earth pit CC furnished chamber with CI/RCC earth pit cover with lifting hook as per RDSO drawing. | — | — | — | 1,19,270 | |
| — | 3220.00 | — | — | ||
| Removal & re-erection of bonds of various types during track work including cleaning of muffs at OHE mast. | — | — | — | 2,93,342 | |
| — | 1115.00 | — | — | ||
| Stenciling of rail level, implantation, MRL, ERL telephone sockets & location number etc. excl. supply of paint. | — | — | — | 1,10,050.5 | |
| — | 92.00 | — | — | ||
| Supply of enamel / aluminum paint suitable for outdoor applications. | — | — | — | 22,641.2 | |
| — | 1840.00 | — | — | ||
| Cleaning and painting of various traction bonds with two coat of black bituminous paint incl. supply of paint. | — | — | — | 1,03,776 | |
| — | 414.00 | — | — | ||
| Supply & erection of various types of enamel caution boards (approx. area in range of 500-1000 sq.cm. per board). | — | — | — | 1,25,400.6 | |
| — | 362.00 | — | — | ||
| Supply of enamel/retro reflective structure plate/boards for traction use (approx. area in range of 1000-1200 sq.cm. per board). | — | — | — | 3,90,417 | |
| — | 362.00 | — | — | ||
| Erection of enamel/retro reflective structure plate/boards for traction use (approx. area in range of 1000-1200 sq.cm.). | — | — | — | 40,833.6 | |
| — | 202.00 | — | — | ||
| Supply of enamel/retro reflective danger/caution, unwired turnout, engine stop, sigma boards and other similar type of boards (approx. area in range of 1200-6000 sq.cm. per board). | — | — | — | 4,52,520.4 | |
| — | 202.00 | — | — | ||
| Erection of enamel/retro reflective danger/caution, unwired turnout, engine stop, sigma boards and other similar type of boards (approx. area in range of 1200-6000 sq.cm.). | — | — | — | 1,11,948.4 | |
| — | 5.00 | — | — | ||
| Breaking of concrete foundation of mast, portal, TTC etc. | — | — | — | 8,880.5 | |
| — | 1.00 | — | — | ||
| Dismantling and removal of Guy rod assembly. | — | — | — | 1,528.7 | |
| — | 1.00 | — | — | ||
| Dismantling of cantilever assembly. | — | — | — | 1,759 | |
| — | 0.20 | — | — | ||
| Dismantling & removal of mast, portal, TTC & other small part steel. | — | — | — | 2,039.22 | |
| — | 2.00 | — | — | ||
| Dismantling of mast/upright by cutting. | — | — | — | 4,456 | |
| — | 32.00 | — | — | ||
| Adjustment of insulated / un-insulated overlap. | — | — | — | 41,267.2 | |
| — | 830.00 | — | — | ||
| Adjustment of cantilever assembly as per site requirement (Rates are inclusive of work under traffic/ power block). | — | — | — | 11,18,757 | |
| — | 831.00 | — | — | ||
| Checking and preparation of SED. | — | — | — | 6,12,530.1 | |
| — | 200.00 | — | — | ||
| Transportation charges for OHE material. | — | — | — | 2,900 | |
| for details. | Breakup | — | — | ||
| 100% extra on erection rates for work done under power block for items mentioned below: | — | — | — | 13,84,581.92 |
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