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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L1 | Accepted-AOC First lowest | |
| 2 | L2₹14.0 L+₹18,300 (1.33%)Rejected-AOC ERDA ROAD GIDC MAKARPURA INDUSTRIAL AREA THANE BELAPUR ROAD VADODARA VADODARA GUJARAT 390010 | VADODARA | GUJARAT | 390010 | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹14.8 L+₹1.1 L (7.61%)Rejected-AOC P O BOX 8066 SADASHIVANAGAR P O PROF SIR C V RAMAN ROAD P O BOX 8066 SADASHIVANAGAR P O BENGALURU BANGALORE KARNATAKA 560080 | BENGALURU URBAN | KARNATAKA | 560080 | L3 | Rejected-AOC Third lowest |
Tender Value
₹15 L
EMD Value
₹37,500
Closing Date
15 Dec 2025, 5:00 pmClosed
Assistant Executive Engineer
Generation subdivision, Kallarkutty
Residual Life Assessment study (RLA) of Turbine and Generator Rotor shafts of Unit No.1 and 2 Machines at Neriamangalam Power Station
2025_KSEB_821239_1
T(E)-01 /RLA Study /AEE/GSDK/2025-26 dated 28/11/2025
Open Tender
Electrical Works
Percentage
60 days
Neriamangalam Powerhouse
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Yes
₹37,500
12 Oct 2026
28 Nov 2025
17 Dec 2025
28 Nov 2025
15 Dec 2025
29 Nov 2025
29 Nov 2025 - 15 Dec 2025
RLA of Turbine and Generator Rotor shafts of Unit No.1 & 2 Machines at Neriamangalam PH
NDT (for identification of surface and sub-surface internal defects) DPT and Magnetic Particle inspection of the turbine generator shafts in the accessible regions. Advanced Ultrasonic B-scan imaging to identify pre existing cracks in the turbine generator shaft. FEM modeling and damage tolerance studies: 3D geometrical modelling of both generator and turbine shafts. Stress analysis of the generator and turbine shaft without any defects. Crack growth life estimation. Introduction of crack geometries in different locations on the modelled shaft as identified by UT-B scan and re-meshing.Estimation of remaining life based on the crack grouth rate already observed and re-defining of the grouth rate constants on an interactive basis involving multiple crack growth steps to match the observed growth rate.
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