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Tender Value
₹6.8 Cr
EMD Value
₹4.9 L
Closing Date
31 Mar 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
WA
16 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 of Indian Railways Standard General Conditions of Contract, GCC - April 2022, 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 work means Tenderer should have experience in: "Execution of any 1500 V DC or 25 kV AC OHE work." (Authority: PCEE- WR/CCG's letter No. EL/90/TRD/W/1 dated 21.01.2009)
1 condition
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.
Ahmedabad Division - Provision of spare bridge masts on bridge, spare masts near bridge abutment in Geratpur - Palanpur section and replacement of corroded MS bond with GI bond over
TRD-ADI-T-25-2025-26
TRD-ADI-T-25-2025-26
Open
Works - General
12 Months
Ahmadabad, Gujarat
₹0
₹4.9 L
31 Mar 2026
3 Mar 2026
17 Mar 2026
30 items across 2 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 2,06,12,210 | ||
| — | 10.00 | — | — | ||
| Design calculation of fixing of OHE mast on existing bridge piers including survey work | — | — | — | 3,54,840 | |
| — | 78.00 | — | — | ||
| Supply of rolled or fabricated and galvanized traction mast, TTC portal with boom and AT mast, bridge mast, feeder mast with SPS | — | — | — | 1,14,63,660 | |
| — | 49.00 | — | — | ||
| Erection of rolled or fabricated and galvanized traction mast, TTC portal with boom and AT mast, bridge mast, feeder mast with SPS | — | — | — | 4,84,022 | |
| — | 80.00 | — | — | ||
| Concrete for foundation and plinth in all type of soil incl, hard/ rocky soil (incl. excavation and supply of all material viz., sand, cement, and ballast etc.) | — | — | — | 6,25,600 | |
| for details. | Breakup | — | — | ||
| 5.Supply & erection of all type of Galvanized bonds (40 x 6 mm) | — | — | — | 1,89,500 | |
| for details. | Breakup | — | — | ||
| 6.Supply & erection of retro-reflective number plates | — | — | — | 39,21,600 | |
| for details. | Breakup | — | — | ||
| Supply & erection of different type of caution boards. | — | — | — | 5,62,400 | |
| — | 4.00 | — | — | ||
| Dismantling & removal of Mast, portal, TTC & other small part steel | — | — | — | 36,728 | |
| — | 190.00 | — | — | ||
| Drilling horizontal / Vertical holes of up to 50 mm dia in the existing Stone masonry / PCC / CC piers to depth varies from 800 mm to 1100 mm with pneumatic driller air compressor etc. and making the hole surface fit for insertion of bolts and also as per railway's approved drawings and specification and as directed by the Engineer- in -charge with all lead and lift. (All labour and materials by the contractor.) The rate is also inclusive of air-compressor, drilling machine, drilling tools plants, scaf folding transportation, providing working platform arrangements around pier while execution, etc complete & also provide the safety both & safety precaution during the work as directed by Engineer in charge at site. | — | — | — | 3,78,480 | |
| — | 390.00 | — | — | ||
| — | 672.00 | — | — | ||
| — | — | — | 9,54,912 | ||
| — | 37.00 | — | — | ||
| Supply and Providing Epoxy Mortar similar to (AralditeGY257 and Aradur 140- 1) by suitable proportions by weight including filters such as quartz sand (sand content can be adjusted to suit the consistency required) etc. Over the bed block to an average thickness of 25mm duly cleaning the surface etc. and as directed by the Engineer in charge. | — | — | — | 5,88,041 | |
| for details. | Breakup | — | — | ||
| 13.Erection under Power block | — | — | — | 1,56,207 |
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nit.pdf
NIT
1-GCCwithACS10final.pdf
ATTACHMENT
T-25sparebridgemastbond.pdf Tender Document
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T-25sparebridgemastbond.pdf
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