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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC | ₹44.6 L Quoted ₹54.3 L | L1 | Accepted-AOC L1 Bidder AOC issued |
| 2 | L2₹55.6 LRejected-AOC | ₹55.6 L | L2 | Rejected-AOC L2 Bidder Rejected |
| 3 | L3₹57.0 LRejected-AOC NO 68 D BLOCK 2ND FLOOR S 1 FRONTIER HOMES ALIPH MAJITH NAGAR KELAMBAKKAM CHENGALPATTU DIST CHENNAI 603 103 | CHENGALPATTU | TAMIL NADU | 603103 | ₹57.0 L | L3 | Rejected-AOC L3 Bidder Rejected |
| Sl No | Description | Qty | Unit | Mani Engineering Works L2 | Renga Engineering Works India Pvt Ltd L3 | Selvi Engineering Works L1 |
|---|---|---|---|---|---|---|
| 1.00 | I. Material Portion: MS plate 12mm TK | 13.83 | MT | 91,000 ₹14,85,065.4 | 92,500 ₹15,09,544.5 | 89,000 ₹14,52,426.6 |
| 2.00 | II. Labour Portion: Dismantling of existing severely corroded /damaged Column No:C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I which involves cutting, leading and removal of damaged portion including crane, winch hire charges, T&P charges consumables etc., | 2 | MT | 12,500 ₹29,500 | 13,000 ₹30,680 | 11,800 ₹27,848 |
| 3.00 | Utilizing iron & steel structural materials lifting, loading, transporting, and unloading in the work spot including all hire charges. | 13.83 | MT | 6,500 ₹1,06,076.1 | 7,000 ₹1,14,235.8 | 6,250 ₹1,01,996.25 |
| 4.00 | Fabrication of column No: C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I by marking, cutting & fabrication of column and supporting structures by utilizing iron & steel structural including crane, winch hire charges consumables and T&P hire charges. | 13.83 | MT | 89,000 ₹14,52,426.6 | 90,000 ₹14,68,746 | 87,000 ₹14,19,787.8 |
| 5.00 | Erection of column No: C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I by leading, lifting, fixing, providing necessary scaffolding arrangement, including crane, winch hire charges consumables and T&P hire charges. | 13.83 | MT | 98,000 ₹15,99,301.2 | 1,00,000 ₹16,31,940 | 96,500 ₹15,74,822.1 |
| 6.00 | Providing scaffolding at SCH-I from C4, D4, E5 & E6 from EDS floor and C4, D4, E5 & E6 crusher floor Elevation including cost of consumable & T&P’s | 640 | M² | 725 ₹5,47,520 | 750 ₹5,66,400 | 700 ₹5,28,640 |
| 7.00 | Cleaning the surface with shot blasting painting with one coat of Zinc phosphate epoxy primer (60-70 microns DFT), one coat of MIO epoxy under coat (100-120 microns DFT) and one coat of aromatic polyurethane (30-35 microns DFT) with total (DFT) of 190 to 225 microns using different shades in above structures and including consumables and T&P hire charges. | 294 | M² | 350 ₹1,21,422 | 400 ₹1,38,768 | 330 ₹1,14,483.6 |
| 8.00 | Epoxy painting of steel structurals by painting 1 coat of primer, 2 coat epoxy paint totally 190-225 microns thickness. | 294 | M² | 450 ₹1,56,114 | 500 ₹1,73,460 | 430 ₹1,49,175.6 |
| 9.00 | Cost of paint for one coat of Zinc phosphate epoxy primer (60-70 microns DFT) in the structures of sheets, angle, plates. | 294 | M² | 47 ₹16,305.24 | 50 ₹17,346 | 46 ₹15,958.32 |
| 10.00 | Cost of paint for one coat of MIO epoxy (100-120 microns DFT) in the structures of sheets, angle plates. | 294 | M² | 45 ₹15,611.4 | 48 ₹16,652.16 | 43 ₹14,917.56 |
Tender Value
Refer Docs
EMD Value
₹41,600
Closing Date
10 Dec 2025, 2:00 pmClosed
CE/NCTPS-I
CE/NCTPS-I
NCTPS I SE MII Circle ICHS Dn Strengthening of corroded column No C4 D4 E5 E6 from EDS floor to conveyor 4A bottom concrete at SCH I
2025_EB_626664_1
CE/NCTPSI/SE/MII/SpNo117/25-26
Open Tender
Power/Energy Projects/Products
60 days
NCTPS-I Chennai
Refer the tender documents
3 documents required · 3 mandatory
₹0
₹41,600
Yes
20 Mar 2026
26 Nov 2025
11 Dec 2025
26 Nov 2025
10 Dec 2025
26 Nov 2025
Amount
I. Material Portion: MS plate 12mm TK
II. Labour Portion: Dismantling of existing severely corroded /damaged Column No:C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I which involves cutting, leading and removal of damaged portion including crane, winch hire charges, T&P charges consumables etc.,
Utilizing iron & steel structural materials lifting, loading, transporting, and unloading in the work spot including all hire charges.
Fabrication of column No: C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I by marking, cutting & fabrication of column and supporting structures by utilizing iron & steel structural including crane, winch hire charges consumables and T&P hire charges.
Erection of column No: C4, D4, E5 & E6 from EDS floor to conveyor 4A bottom concrete at SCH-I by leading, lifting, fixing, providing necessary scaffolding arrangement, including crane, winch hire charges consumables and T&P hire charges.
Providing scaffolding at SCH-I from C4, D4, E5 & E6 from EDS floor and C4, D4, E5 & E6 crusher floor Elevation including cost of consumable & T&P’s
Cleaning the surface with shot blasting painting with one coat of Zinc phosphate epoxy primer (60-70 microns DFT), one coat of MIO epoxy under coat (100-120 microns DFT) and one coat of aromatic polyurethane (30-35 microns DFT) with total (DFT) of 190 to 225 microns using different shades in above structures and including consumables and T&P hire charges.
Epoxy painting of steel structurals by painting 1 coat of primer, 2 coat epoxy paint totally 190-225 microns thickness.
Cost of paint for one coat of Zinc phosphate epoxy primer (60-70 microns DFT) in the structures of sheets, angle, plates.
Cost of paint for one coat of MIO epoxy (100-120 microns DFT) in the structures of sheets, angle plates.
Cost of paint for one coat of Aromatic polyurethane (30-35 microns DFT) with total DFT of 190-225 microns in the structures of sheet, angle plates.
Mani Engineering Works (BID ID -1529167)
Renga Engineering Works India Pvt Ltd (BID ID -1529230)
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