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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC NO 68 D BLOCK 2ND FLOOR S 1 FRONTIER HOMES ALIPH MAJITH NAGAR KELAMBAKKAM CHENGALPATTU DIST CHENNAI 603 103 | CHENGALPATTU | TAMIL NADU | 603103 | ₹42.7 L Quoted ₹51.5 L | L1 | Accepted-AOC L1 Bidder AOC issued |
| 2 | L2₹53.0 LRejected-AOC | ₹53.0 L | L2 | Rejected-AOC L2 Bidder Rejected |
| Sl No | Description | Qty | Unit | Mani Engineering Works L2 | Renga Engineering Works India Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | I. Material Portion: ISMB 200 x 100 | 2.2 | MT | 76,045 ₹1,97,412.82 | 73,830 ₹1,91,662.68 |
| 2.00 | ISMB 250x125 | 0.19 | MT | 76,045 ₹17,049.29 | 73,830 ₹16,552.69 |
| 3.00 | ISA 50 x50x6 | 0.12 | MT | 68,551 ₹9,706.82 | 66,554 ₹9,424.05 |
| 4.00 | MS Plate 16 MM Tk | 2.26 | MT | 93,238 ₹2,48,647.1 | 90,522 ₹2,41,404.07 |
| 5.00 | EN-8 | 2.01 | MT | 95,056 ₹2,25,453.82 | 92,288 ₹2,18,888.68 |
| 6.00 | MS Plate 20 MM Tk | 2.23 | MT | 93,238 ₹2,45,346.47 | 90,522 ₹2,38,199.59 |
| 7.00 | MS plate 40 mm Tk | 0.73 | MT | 88,719 ₹76,422.55 | 86,135 ₹74,196.69 |
| 8.00 | ISMC 150x75. | 0.18 | MT | 69,983 ₹14,864.39 | 67,945 ₹14,431.52 |
| 9.00 | ISMB 300 X140 | 0.96 | MT | 76,045 ₹86,143.78 | 73,830 ₹83,634.62 |
| 10.00 | ISMB 350X 140 | 0.64 | MT | 76,045 ₹57,429.18 | 73,830 ₹55,756.42 |
Tender Value
Refer Docs
EMD Value
₹42,200
Closing Date
7 Jul 2025, 2:00 pmClosed
CE/NCTPS-I
CE/NCTPS-I
NCTPS I SEMII Circle ECHS Dn Renovation of existing severely corroded damaged horizontal gravity take up assembly and its structures in the conveyor BCN 46A and B
2025_EB_572837_1
CE/NCTPSI/SE/MII/SpNo53/25-26
Open Tender
Power/Energy Projects/Products
60 days
NCTPS-I Chennai
Refer to tender document
3 documents required · 3 mandatory
₹0
₹42,200
Yes
17 Mar 2026
23 Jun 2025
8 Jul 2025
23 Jun 2025
7 Jul 2025
23 Jun 2025
Amount
I. Material Portion: ISMB 200 x 100
ISMB 250x125
ISA 50 x50x6
MS Plate 16 MM Tk
MS Plate 20 MM Tk
MS plate 40 mm Tk
ISMC 150x75.
ISMB 300 X140
ISMB 350X 140
ISA 100 X100X 10
ISMC 200 X 75
MS Plate 25mm Tk
Supply and fabricating and Placing in position M.S/R.T.S for RCC works including cost of steel and binging wire, etc,. complete.
II.Labour Portion: Dismantling of existing severely corroded /damaged Horizontal gravity take up assembly and its structures in BCN-46A/B which involves cutting, leading and removal of damaged portion including crane winch hire charges, T&P charges and consumables.
Utilizing iron & steel structural materials lifting, loading, transporting, and unloading in the work spot including all hire charges
Fabrication of new Horizontal gravity take up assembly and its structures in BCN-46A /B by marking, cutting & fabrication of column and supporting structures by utilizing iron & steel structural, crane, winch, hire charges Consumables and T&P hire charges.
Erection of Horizontal gravity Take up assembly and its structures in BCN-46A/B by leading, lifting fixing providing necessary scaffolding arrangements, including crane, winch, consumables and T&P’s hire charges.
Unloading counter weight from Counter weight box arranging chain block and belt clamps, lifting counter weight box to the required level and removal of the Take up pulley from its position in the take up platform area of conveyor by dismantling the plummer block, placing on the take up floor and removal of the bearing in take up pulley by using the puller and hydraulic jack and re-fixing the bearing and sleeve and fixing the Plummer block, greasing, checking up for free rotation and erection of Take up pulley in its position in BCN-46A/B take up area with proper alignment in the Plummer block after completion of work, releasing the counter weight box loading the counter weight in BCN 46A/B etc, including hire charges of crane and winch & T&P’s consumables.
Facing the 40mm thick plate to final thickness 35mm with necessary finish and drilling, milling, grinding of bearing block mounted plate.
Cleaning the surface with shot basting the structures of chennal and plates including cost of shots, hire charges for compressor, scaffolding arrangements including and T&P hire charges
Cost of paint for one coat of zinc phosphate epoxy primer (60-70 microns DFT) in the structures of angle and plates.
Cost of paint for one coat of Sea Green epoxy (100-120 microns DFT) in the structures of angle and plates.
Cost of paint for one coat of aromatic poly urethane (30-35 microns DFT) with total DFT of 190 to 225 microns in the structures of angle and plates.
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, T&P’s and consumables
R.C.C. 1:1.5:3 using 12 to 20 mm HBGS jelly for column concrete including cost of all material, labour, centring and shuttering, laying, vibrating with vibrators, finishing, curing etc.,
Mani Engineering Works (BID ID -1392747)
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