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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 LAccepted-AOC 4 C 13 SIDCO INDUSTRIAL ESTATE METTUR DAM 636 402 SALEM DT | SALEM | TAMIL NADU | 636402 | ₹19.1 L Quoted ₹18.4 L | 1 | Accepted-AOC accepted |
| 2 | 2₹19.7 LRejected-AOC 134 1 SAKTHI THEATER STREET NEHRU NAGAR KARUMALAIKOODAL METTUR DAM 02 | METTUR DAM | TAMIL NADU | ₹19.7 L | 2 | Rejected-AOC Lowest 2 |
| 3 | 3₹22.3 LRejected-AOC 36 MAADI LINE SALEM CAMP METTUR DAM 636456 | METTUR DAM | SALEM | TAMIL NADU | 636456 | ₹22.3 L | 3 | Rejected-AOC Lowest 3 |
| Sl No | Description | Qty | Unit | Natesan Engineering Contractor L2 | SabhariAndCo L3 | metturassociates L1 |
|---|---|---|---|---|---|---|
| 1.00 | Charges for dismantling the existing rails after removing the steel keys, fish plates bolts and nuts in order to provide accessibility for grinding the edges. | 494 | mtr | 277 ₹1,36,838 | 313 ₹1,54,622 | 449 ₹2,21,806 |
| 2.00 | Charges for grinding the elongated edges to right angle to provide the expansion gap in between rails. | 90 | edges | 360 ₹32,400 | 405 ₹36,450 | 220 ₹19,800 |
| 3.00 | Charges for Pre-assembling and reversing the grounded rails in to its position fixing the Elastic railclip, fishplates, bolts and nuts etc. | 494 | mtr | 246 ₹1,21,524 | 280 ₹1,38,320 | 228 ₹1,12,632 |
| 4.00 | Deep screening the existing ballast to remove the broken / damaged ballast for proper drainage of track line. | 226 | mtr | 283 ₹63,958 | 320 ₹72,320 | 245 ₹55,370 |
| 5.00 | Lifting of track lines to the specific limit by through packing. | 226 | mtr | 134 ₹30,284 | 150 ₹33,900 | 145 ₹32,770 |
| 6.00 | Charges for Levelling the track rail to zero, by checking and aligning the track rail with piano wire on one side and parallelism of another side rail and gauge correction to the RDSO standards etc.. | 226 | mtr. | 720 ₹1,62,720 | 815 ₹1,84,190 | 557 ₹1,25,882 |
| 7.00 | Ballast hard broken stone 40mm size | 125 | m3 | 1,746 ₹2,18,250 | 1,970 ₹2,46,250 | 1,034 ₹1,29,250 |
| 8.00 | Charges for dumping and spreading the ballast to the track. | 125 | m3 | 582 ₹72,750 | 660 ₹82,500 | 875 ₹1,09,375 |
| 9.00 | Dismantling plain cement concrete | 65 | m3 | 482 ₹31,330 | 545 ₹35,425 | 379 ₹24,635 |
| 10.00 | HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B | 100 | m3 | 122 ₹12,200 | 140 ₹14,000 | 1,010 ₹1,01,000 |
Tender Value
Refer Docs
EMD Value
₹21,100
Closing Date
16 Jun 2025, 2:00 pmClosed
CE / MTPS-I
The Chief Engineer Mettur Thermal Power Station-I Mettur Dam- 636406 Salem District
MTPS I CHP I Deep screening through packing Lifting the Track line ballast deficiency makeup work with 40mm hard broken stone ballast grinding the elongated edges of rails and reversing the grounded rails into its position in Wagon Tippler III inhau
2025_EB_563251_1
CE SE M II MTPS I CHP I OT 18 2025 2026
Open Tender
Miscellaneous Works
45 days
MTPS-I
As per Tender Specification
7 documents required · 7 mandatory
₹0
₹21,100
Yes
7 Jan 2026
30 May 2025
17 Jun 2025
30 May 2025
16 Jun 2025
30 May 2025
Amount
Charges for dismantling the existing rails after removing the steel keys, fish plates bolts and nuts in order to provide accessibility for grinding the edges.
Charges for grinding the elongated edges to right angle to provide the expansion gap in between rails.
Charges for Pre-assembling and reversing the grounded rails in to its position fixing the Elastic railclip, fishplates, bolts and nuts etc.
Deep screening the existing ballast to remove the broken / damaged ballast for proper drainage of track line.
Lifting of track lines to the specific limit by through packing.
Charges for Levelling the track rail to zero, by checking and aligning the track rail with piano wire on one side and parallelism of another side rail and gauge correction to the RDSO standards etc..
Ballast hard broken stone 40mm size
Charges for dumping and spreading the ballast to the track.
Dismantling plain cement concrete
HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B
Fixing of check rails with C.I. blocks in railway track (This work includes cutting and drilling of checkrails, transporting of checkrails)
Charges for dismantling and refixing the PSC sleepers T2946 after providing PCC concrete 1:4:8 this work includes leading of PSC sleepers from stock area to track line area
Providing PCC 1:4:8 mix using 40mm HBG stone for foundation base conerete as directed by the department Engineer at site, including cost of all materials, all lead and lift, curing etc. complete in Wagon Tippler III inhaul.
Providing PCC 1:2:4 concrete pavement in between railway track line including deep screening hard broken ballast in between track line, earth work excavation, providing well gravel bed, centering and shuttering, thermacool cost and transport of concrete mixture by using JCB in Wagon Tippler III inhaul.
Natesan Engineering Contractor (BID ID -1357933)
SabhariAndCo (BID ID -1363965)
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