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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAccepted-AOC | ₹46.7 L Quoted ₹53.6 L | L1 | Accepted-AOC L1 Bidder AOC issued |
| 2 | L2₹56.3 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 | ₹56.3 L | L2 | Rejected-AOC L2 Bidder Rejected |
| 3 | L3₹57.3 LRejected-AOC FLAT NO G 406 HANSA COURTYARD THIRUVOTTIYUR CHENNAI 600 019 | CHENNAI | TAMIL NADU | 600019 | ₹57.3 L | L3 | Rejected-AOC L3 Bidder Rejected |
| Sl No | Description | Qty | Unit | Renga Engineering Works India Pvt Ltd L2 | Gold Engineering Works L3 | Selvi Engineering Works L1 |
|---|---|---|---|---|---|---|
| 1.00 | I. Material Portion: MS Sheet 4 mm TK | 1.3 | MT | 92,936 ₹1,42,563.82 | 94,700 ₹1,45,269.8 | 88,510 ₹1,35,774.34 |
| 2.00 | MS Plate 12 mm TK | 12.65 | MT | 94,159 ₹14,05,511.39 | 95,950 ₹14,32,245.65 | 89,675 ₹13,38,578.73 |
| 3.00 | MS Angle 65 x 65 x 8 | 1.22 | MT | 74,125 ₹1,06,710.35 | 75,500 ₹1,08,689.8 | 70,595 ₹1,01,628.56 |
| 4.00 | II. Labour Portion: Dismantling of existing severely corroded/ damaged bracings and gusset plate for stacker-II, which involves cutting, leading and removal of damaged portion including crane, winch hire charges, T&P charges and consumables etc. | 1.26 | MT | 12,264 ₹18,234.12 | 12,498 ₹18,582.03 | 11,680 ₹17,365.82 |
| 5.00 | Utilizing iron & steel structural materials lifting, loading, transporting and unloading in the work spot including all hire charges, T&P charges and consumables. | 15.17 | MT | 6,460 ₹1,15,637.88 | 6,583 ₹1,17,839.65 | 6,152 ₹1,10,124.49 |
| 6.00 | Fabrication of stacker bottom structural, slew ring area and counter weight area for stacker-II 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. | 15.17 | MT | 89,813 ₹16,07,706.59 | 91,524 ₹16,38,334.51 | 85,536 ₹15,31,145.72 |
| 7.00 | Erection of stacker bottom structural, slew ring area and counter weight area for stacker-II by leading, lifting, fixing, providing necessary scaffolding arrangement, including crane, winch hire charges, consumables and T&P hire charges. | 15.17 | MT | 99,669 ₹17,84,134.9 | 1,01,568 ₹18,18,128.14 | 94,923 ₹16,99,178.65 |
| 8.00 | Cleaning the surface with shot blasting the structures of sheets supporting beam including cost of shots, hire charges for compressor, scaffolding arrangements including consumables and T&P hire charges. | 398 | M² | 338 ₹1,58,738.32 | 344 ₹1,61,556.16 | 322 ₹1,51,224.08 |
| 9.00 | Painting charges for three coats of paint with a total dry film thickness (DFT) of 190 to 225 Microns ie. Painting with one coat of zinc phosphate epoxy primer (60 – 70 microns), one coat of MIO epoxy undercoating (100 – 120 microns DFT) & one coat of Aromatic poly urethane (30 – 35 microns DFT) including cost of thinner. | 398 | M² | 442 ₹2,07,580.88 | 450 ₹2,11,338 | 421 ₹1,97,718.44 |
| 10.00 | Cost of paint for one coat of Zinc phosphate epoxy primer (60-70 microns DFT) in the structures of sheet, angle, plates. | 398 | M² | 49 ₹23,012.36 | 49 ₹23,012.36 | 46 ₹21,603.44 |
Tender Value
Refer Docs
EMD Value
₹39,300
Closing Date
17 Jun 2025, 2:00 pmClosed
CE/NCTPS-I
CE/NCTPS-I
NCTPS I SE M II Circle ICHS Dn Strengthening of existing severely damaged corroded stacker bottom structural slew ring area and counter weight area in stacker II of ICHS
2025_EB_564463_1
CE/NCTPSI/SE/MII/SpNo32/25-26
Open Tender
Power/Energy Projects/Products
45 days
NCTPS-I Chennai
Refer to Tender document
3 documents required · 3 mandatory
₹0
₹39,300
Yes
17 Mar 2026
3 Jun 2025
18 Jun 2025
3 Jun 2025
17 Jun 2025
3 Jun 2025
Amount
I. Material Portion: MS Sheet 4 mm TK
MS Plate 12 mm TK
MS Angle 65 x 65 x 8
II. Labour Portion: Dismantling of existing severely corroded/ damaged bracings and gusset plate for stacker-II, which involves cutting, leading and removal of damaged portion including crane, winch hire charges, T&P charges and consumables etc.
Utilizing iron & steel structural materials lifting, loading, transporting and unloading in the work spot including all hire charges, T&P charges and consumables.
Fabrication of stacker bottom structural, slew ring area and counter weight area for stacker-II 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 stacker bottom structural, slew ring area and counter weight area for stacker-II by leading, lifting, fixing, providing necessary scaffolding arrangement, including crane, winch hire charges, consumables and T&P hire charges.
Cleaning the surface with shot blasting the structures of sheets supporting beam including cost of shots, hire charges for compressor, scaffolding arrangements including consumables and T&P hire charges.
Painting charges for three coats of paint with a total dry film thickness (DFT) of 190 to 225 Microns ie. Painting with one coat of zinc phosphate epoxy primer (60 – 70 microns), one coat of MIO epoxy undercoating (100 – 120 microns DFT) & one coat of Aromatic poly urethane (30 – 35 microns DFT) including cost of thinner.
Cost of paint for one coat of Zinc phosphate epoxy primer (60-70 microns DFT) in the structures of sheet, angle, plates.
Cost of paint for one coat of MIO epoxy (100-120 microns DFT) in the structures of sheet, angle, channels, plates.
Cost of paint for one coat of aromatic polyurethane (30-35 microns DFT) with total DFT of 190 to 225 microns in the structures of sheet, angle, plates.
Renga Engineering Works India Pvt Ltd (BID ID -1366896)
Gold Engineering Works (BID ID -1367647)
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