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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.5 L+₹2.4 L (12.0%)Rejected-AOC TUTICORIN | TUTICORIN | TAMIL NADU | 626202 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical In BQR Condition Sl No1 Not Accepted |
| Sl No | Description | Qty | Unit | Ramesh Enterprises | ASHWATH MARINE INFRA PRIVATE LIMITED |
|---|---|---|---|---|---|
| 1.00 | Forming and raising the existing ash dyke bund using wet ash & mill reject with the ratio of 60:40 and laying to the required shape in layers with compaction including diversion of ash slurry in the ash dyke, collecting the mill reject from TTPS mill reject yard, weighing in department weigh bridge and transporting, mixing with ash, laying as directed by the Engineer at site, with all leads, lift etc., complete [But excluding the cost of mill reject] | 540 | M3 | 1,69,020 ₹1,99,443.6 | 1,54,440 ₹1,82,239.2 Lowest |
| 2.00 | Raising the Cross bund spillway using 'Armour Stone of size 1 to 1.20 Tonne from any licensed quarry like Thattaparai, Srivaikundam, etc., including loading the stone to Tipper / Trailer / Taarrus by using suitable crane, conveying by road to department approved weigh bridge for weighment and conveying to site, lifting and placing in position of stone in the bund by using crane as shown in the drawing, labour charges for sectioning including drivers, seignorage charges for quarrying, charges for lorries and crane etc., complete and as directed by the departmental officers. | 1,749 | Ton | 18,32,952 ₹21,62,883.36 | 16,72,044 ₹19,73,011.92 Lowest |
| 3.00 | Forming and raising the existing bund with approved red gravel in layer of 300mm thick compacting each layer with power roller and consolidation to achieve 95% proctor density, forming the bund with an allowance of 300mm on both side in each layer such that section is to be formed only from the roller compacted portion including trimming, sectioning, sizing to the required line to have firm and compact level embankment including cost of all material, labour, lead, lift, etc., complete and as directed by the Engineer at site. | 210 | M3 | 2,33,310 ₹2,75,305.8 | 1,68,840 ₹1,99,231.2 Lowest |
| 4.00 | Providing filter media using mill reject in the spillway by transporting mill reject from mill reject yard to site including excavation, loading, weighing at department weigh bridge, unloading at site filling & leveling, lead, lift, labours etc complete and as directed by the Engineer at site but excluding cost of mill reject. | 100 | M3 | 11,400 ₹13,452 | 10,400 ₹12,272 Lowest |
Tender Value
Refer Docs
EMD Value
₹17,100
Closing Date
21 Jul 2025, 2:00 pmClosed
CE TTPS TTN 4
O/o SE Civil TTPS TTN 4
Protection arrangements by Strengthening and Raising the existing Bund towards A1 Dyke from East side Culvert for a length of 200 m in Ash Dyke area at TTPS
2025_EB_577520_1
CE SE C TTPS Spec No.164 25 26
Open Tender
Civil Works - Others
Item Rate
120 days
TTPS
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,100
Yes
22 Sept 2025
3 Jul 2025
22 Jul 2025
3 Jul 2025
21 Jul 2025
3 Jul 2025
Forming and raising the existing ash dyke bund using wet ash & mill reject with the ratio of 60:40 and laying to the required shape in layers with compaction including diversion of ash slurry in the ash dyke, collecting the mill reject from TTPS mill reject yard, weighing in department weigh bridge and transporting, mixing with ash, laying as directed by the Engineer at site, with all leads, lift etc., complete [But excluding the cost of mill reject]
Raising the Cross bund spillway using 'Armour Stone of size 1 to 1.20 Tonne from any licensed quarry like Thattaparai, Srivaikundam, etc., including loading the stone to Tipper / Trailer / Taarrus by using suitable crane, conveying by road to department approved weigh bridge for weighment and conveying to site, lifting and placing in position of stone in the bund by using crane as shown in the drawing, labour charges for sectioning including drivers, seignorage charges for quarrying, charges for lorries and crane etc., complete and as directed by the departmental officers.
Forming and raising the existing bund with approved red gravel in layer of 300mm thick compacting each layer with power roller and consolidation to achieve 95% proctor density, forming the bund with an allowance of 300mm on both side in each layer such that section is to be formed only from the roller compacted portion including trimming, sectioning, sizing to the required line to have firm and compact level embankment including cost of all material, labour, lead, lift, etc., complete and as directed by the Engineer at site.
Providing filter media using mill reject in the spillway by transporting mill reject from mill reject yard to site including excavation, loading, weighing at department weigh bridge, unloading at site filling & leveling, lead, lift, labours etc complete and as directed by the Engineer at site but excluding cost of mill reject.
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