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Tender ID
Tender Value
₹12.8 Cr
EMD Value
₹7.9 L
Closing Date
27 Feb 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TRD
16 conditions · 4 needing a document upload
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 of IRGCC, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer should have valid electrical contractor's license for the required voltage level or above the required voltage level from any state/ central government licensing board.
The contractor should submit valid electrical supervisory license issued by any state/central Government licensing board.
12 conditions · 3 needing a document upload
All the bidders/ tenderers should ensure that they are GST compliant and their quoted tax structure / rates are as per GST law.
The tenderers are required to submit scanned copy of cancelled cheque and NEFT mandate form along with the offer.
The bidder should submit ESIC, EPFO registration certificate as well as PAN/AADHAR along with the offer.
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.
Tender Document Earnest money deposit: -All the tenderers / Contractors have to deposit full tender earnest money deposit as stipulated in the tender document through online modes only. Other option of deposition of EMD will not be accepted and not be consider for tendering process.
Tender related all document read be carefully and follow.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in this tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. And such verification or lack of such verification, by the railway shall not relive the bidder of its obligations or liabilities here under nor will it effect any rights of the railway there under.
In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit (EMD), Performance Guarantee (PG) and Security Deposit (SD) of contract for forfeited and agency banned for doing business on entire Indian Railway for 02 (Two) years.
If the e-tenderer/s deliberately give/s wrong information in his/their e-tender or create/creates circumstances for the acceptance of his/their e-tender, railway reserves the right to reject such e-tender at any stage.
Railway reserves the right to either cancel the e-tender or reject any or all the e-tenders without assigning any reason thereof.
In addition to Indian Railway General condition of contract 2022, as amended upto date, special conditions as per tender document shall also apply.
Replacement of old bridge OHE mast with new OHE mast along with pile foundation in GC line in DDU Division.
TRD-OT-13-Br-Fd-25-26~ECR
TRD-OT-13-Br-Fd-25-26
Open
Works - General
12 Months
Chandauli, Uttar Pradesh
₹0
₹7.9 L
27 Feb 2026
3 Feb 2026
13 Feb 2026
105 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 12,75,67,698.87 | ||
| — | 90.00 | — | — | ||
| Supply of ETI/OHE/13(4/84) or latest | — | — | — | 85,50,000 | |
| — | — | — | per | ||
| — | — | — | RDSO | ||
| — | 90.00 | — | — | ||
| Erection of ETI/OHE/13(4/84) or latest | — | — | — | 2,88,000 | |
| — | — | — | per | ||
| — | — | — | RDSO | ||
| — | 62.00 | — | — | ||
| Supply of Cantilever assembly complete set with Insulators including stay & bracket fittings assembly as per RDSO Drg. no. ETI/OHE/G/02106 SH-1&3 or latest, spec.- TI/SPC/OHE/0070 (4/07) or latest, drg- ETI/OHE/P/6030-1 , ETI/OHE/13(4/84) with slip A & C latest, RDSO specification No. TI/SPC/OHE/INS/0070 [04/2007] and Drawing No. ETI/OHE/P/6030-1 Mod-C. | — | — | — | 9,79,600 | |
| — | 62.00 | — | — | ||
| Erection of Cantilever assembly complete set with Insulators including stay & bracket fittings assembly as per RDSO Drg. no. ETI/OHE/G/02106 SH-1&3 or latest, spec.- TI/SPC/OHE/0070 (4/07) or latest, drg- ETI/OHE/P/6030-1 , ETI/OHE/13(4/84) with slip A & C latest, RDSO specification No. TI/SPC/OHE/INS/0070 [04/2007] and Drawing No. ETI/OHE/P/6030-1 Mod-C. | — | — | — | 42,490.46 | |
| — | 40.00 | — | — | ||
| Supply & Erection no.ETI/OHE/P/1110-2 or latest | — | — | — | 17,052 | |
| — | — | — | As | ||
| — | — | — | per | ||
| — | 40.00 | — | — | ||
| Supply & Erection no.ETI/OHE/P/1120-1 or latest | — | — | — | 14,800 | |
| — | — | — | As | ||
| — | — | — | per | ||
| — | 150.00 | — | — | ||
| Supply of 5mm HD copper dropper wire RDSO no.ETI/OHE/P/1193 or latest | — | — | — | 93,933 | |
| — | 150.00 | — | — | ||
| Erection of 5mm HD copper dropper wire RDSO no.ETI/OHE/P/1193 or latest | — | — | — | 4,410 | |
| — | 600.00 | — | — | ||
| Supply & Erection of Contact wire dropper clip(107) with U Pin. As per RDSO no. RE/33/P/1180 or latest | — | — | — | 48,000 | |
| — | 600.00 | — | — | ||
| Supply & Erection of Catenary wire dropper clip with nut & bolts. As per RDSO no. ETI/OHE/P/1192 or latest | — | — | — | 52,380 | |
| — | 450.00 | — | — | ||
| Foundation (PCC) 1:3:6 ( 1 cement:3 sand:6 graded stone size 40 nominal size ) in which cement 220 Kg per M3 OPC 53 grade | — | — | — | 19,80,000 | |
| — | 30.00 | — | — | ||
| Foundation 1:2:4 ( 1 cement:2 sand:4 graded stone size 20 nominal size ) in which cement 320 Kg per M3 | — | — | — | 1,41,000 | |
| — | 14.00 | — | — | ||
| Supply of Guy rod assly complete suitable for Dwarf mast & ground anchor with all necessary attachment, fasteners & assembly RDSO no.ETI/OHE/G/01402 or latest | — | — | — | 53,900 | |
| — | 14.00 | — | — | ||
| Erection of Guy rod assly complete suitable for Dwarf mast & ground anchor with all necessary attachment, fasteners & assembly RDSO no.ETI/OHE/G/01402 or latest | — | — | — | 2,664.62 | |
| — | 24.00 | — | — | ||
| Supply of MCC assly complete. RDSO Drg no. ETI/OHE/P/3121 or latest Supply | — | — | — | 71,520 | |
| — | 24.00 | — | — | ||
| Erection of MCC assly complete. RDSO Drg no. ETI/OHE/P/3121 or latest Supply | — | — | — | 4,920 | |
| — | 10.00 | — | — | ||
| Supply & Erection of double Termination assembly (Single celvis, distant rod, Turn Buckle, Equilizing plate, double strap, Catenary & Contact ending) ETI/OHE/G/03120 or latest | — | — | — | 38,000 | |
| — | 110.00 | — | — | ||
| Supply & Erection of 40x6 MS flat structure bonds 4.75 m imp as per RDSO Spec. ETI/OHE/P/7000 or latest 5 | — | — | — | 67,576.3 | |
| — | 50.00 | — | — | ||
| Supply & Erection of 40x6 MS flat intertrack bonds 5m | — | — | — | 22,000 | |
| — | 13.00 | — | — | ||
| Supply & Erection of small part of steel ETI/OHE/13 (4/84) &49(9/95)or latest | — | — | — | 12,35,000 | |
| — | 250.00 | — | — | ||
| Supply & Erection of Copper Jumper 160 sq mm RDSO Spec. no.ETI/OHE/3(2/94) Rev - 1 or latest | — | — | — | 1,75,000 | |
| — | 25.00 | — | — | ||
| Supply of 9 Ton porcelain insulator. RDSO no. TI/SPC/OHE/0070(4/07) or latest | — | — | — | 1,82,900 | |
| — | 25.00 | — | — | ||
| Erection of 9 Ton porcelain insulator. RDSO no. TI/SPC/OHE/0070(4/07) or latest | — | — | — | 5,500 | |
| — | 62.00 | — | — | ||
| Removal of Cantilever Assembly | — | — | — | 32,143.9 | |
| — | 175000.00 | — | — | ||
| Reinforcement. | — | — | — | 93,01,250 | |
| — | 60.00 | — | — | ||
| Dismantling/cutting of released OHE/AT mast & transporting of released mast from site to nearest depot including loading & unloading. | — | — | — | 74,311.8 | |
| — | 2000.00 | — | — | ||
| Boring, providing and installation of bored cast-in-situ RCC vertical piles of specified diameter and of any length below the pile cap with M25 grade of cement concrete, excluding the cost of reinforcement steel but including the cost of boring with temporary guide casting, bentenite solution and the length of pile to be embeded in the pile cap (length of pile for payment shall be measured from bottom of pile cap), all necessary labour, materials, plants tools & tackles etc., complete as necessary for proper execution of job (Boring in weathered rock, shell fissured rock and soft rock excluded) (a) 1200 mm dia RCC vertical bored pile upto 50 m from bottom of pile cap. | — | — | — | 2,08,06,440 | |
| — | 200.00 | — | — | ||
| Excavation (other than boring) for all depth and size, in all types of soils including disposal of excavated materials for all lifts and leads, decent etc as directed by engineer in Charge together with all labour, tools & tackles sheeting sheet pilling, dewatering etc, complete as required for proper execution of the job. | — | — | — | 1,15,592 | |
| — | 200.00 | — | — | ||
| Back filling with available excavated earth foe all leads and lift in sides of foundation and other under ground facilities in horizontal layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering etc. | — | — | — | 82,566 | |
| — | 2500.00 | — | — | ||
| Form work for placing plain or reinforced cement concrete of any type including blockout and section at any elevation (including all labour, materials, equipment, waste for form, shoring, shuttering, strutting, propping, scaffolding, tying, nailing, caulking, dismantling & removal of forms etc complete. | — | — | — | 18,57,725 | |
| — | 65.00 | — | — | ||
| Supply & providing MS liner of 6 mm thick in piles upto specified depth from bottom of pile cap, limited to the construction drawing, including supply, straightening beding welding, all supports, labours tools and tackles, plant and equipments with primer and painting etc. (complete) as required for successful completion of the job | — | — | — | 80,50,111.55 | |
| — | 1300.00 | — | — | ||
| Providing and laying in position M25 Grade concrete of specified 28 days strength for pile caps, pedestal/chimney and the beam, excluding reinforcement steel and form work but including cement all necessary tools and tackles, labour, materials equipments for handling, transportation, batching, mixing, placing vibrating, dewatering etc. all complete (excluding cost of concrete in piles which is included in item no. (27)) | — | — | — | 2,79,07,048 | |
| — | 1300.00 | — | — | ||
| Providing and laying PCC 1:4:8 (1 cement: 4 coarse sand :8 grade stone aggregate 40 mm nominal size) including cement all necessary tools and tackels, labour, materials equipments for handling transportation, mixing, placing, vibrating, dewatering etc all complete. | — | — | — | 1,50,26,869 | |
| — | 50.00 | — | — | ||
| Load testing of piles and integrity testing of piles using low strain/sonic integrity test/sonic echo test method in accordance with IS 14893 including surface preparations of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of engineer in charge. | — | — | — | 31,00,000 | |
| — | 100.00 | — | — | ||
| Cement OPC 43 grade (extra) | — | — | — | 9,92,415 | |
| — | 170.00 | — | — | ||
| Supply & Erection of PG clamp (1030/1040) RDSO no. ETI/OHE/G/SK/231 or latest | — | — | — | 47,691.8 | |
| — | 70.00 | — | — | ||
| Supply & Erection of Retro Reflective type OHE structure number Plate including all fixing accessories. | — | — | — | 47,250 | |
| — | 100.00 | — | — | ||
| Supply & erection of 7 mm HD copper dropper wire. | — | — | — | 70,131 | |
| — | 8.00 | — | — | ||
| Dismantling of ATD (Regulating equipment) with counter weights. | — | — | — | 8,814.48 | |
| — | 8.00 | — | — | ||
| Erection of materials i.e. three pulley, SS rope and tie rods etc for modification in ATD for 2400 kgf tension as per RDSO specification no. TI/SPC/OHE/3PHTATD/0150 with ACS-1 | — | — | — | 9,504.08 | |
| — | 8.00 | — | — | ||
| Erection of additional balance weight (03 nos. 40 kg & 01 no. 20 kg) for ATD as per RDSO specification no. TI/SPC/OHE/3PHTATD/0150 with ACS-1 | — | — | — | 7,188.88 | |
| — | 1000.00 | — | — | ||
| Geotechnical Investigation: Conduct borehole drilling, standard penetration tests (SPT), and laboratory soil testing for foundation design at pier location (price including both UP & DN at same location ) | — | — | — | 64,90,000 | |
| — | 25.00 | — | — | ||
| General Arrangement Drawing (GAD): Preparation of detailed GAD for pier location including coordinates, elevation levels, foundation outline, OHE mast positioning. (price including both UP & DN at same location ) | — | — | — | 14,75,000 | |
| — | 25.00 | — | — | ||
| Design and Drawing of Foundation and Substructure: Engineering design, detailing, and drawing of RCC portal foundations and piers to support OHE portals at the identified location. Includes reinforcement detailing. (price including both UP & DN at same location ) | — | — | — | 76,70,000 | |
| — | 25.00 | — | — | ||
| Proof-Checked Design Submission: Submission of complete structural and foundation design drawings verified and certified by a government-recognized technical institute such as NIT/IIT. Includes stability checks, load combinations, and compliance with RDSO/IRC/IS codes (price including both UP & DN at same location ) | — | — | — | 59,00,000 | |
| — | 25.00 | — | — | ||
| As-Built Drawings: Preparation and submission of detailed as-built drawings reflecting final executed dimensions, levels, structure location, reinforcement details, and material specifications after completion of the work ( for all location (price including both UP & DN at same location ) all lines mentioned in drawing. | — | — | — | 14,75,000 | |
| — | 25.00 | — | — | ||
| Feasibility Study and Cost Estimation: Preparation of a technical feasibility report including site survey findings, constructability challenges, risk identification, and a detailed item- wise cost estimation of the complete scope of work. (price including both UP & DN at same location ) | — | — | — | 14,75,000 | |
| — | 25.00 | — | — | ||
| Hydrological Study: Submission of a comprehensive hydrological report for the site including catchment analysis, rainfall data, water table considerations, drainage recommendations, and flood risk assessment to ensure long-term structural safety. (price including both UP & DN at same location ) | — | — | — | 14,75,000 |
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