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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC ERODE 638 002 | ₹13.7 L Quoted ₹14.9 L | L1 | Accepted-AOC Lowest one accepted by the TNPHCL members |
| 2 | L2₹15.4 LRejected-AOC | ₹15.4 L | L2 | Rejected-AOC second lowest so rejected by the TNPHCL members |
| Sl No | Description | Qty | Unit | N SAKTHIVEL AND CO L2 | S S Natarajan & Co L1 |
|---|---|---|---|---|---|
| 1.00 | Cutting the excess earth removing the same and levelling the soils and sub soils to the required depth etc., complete (Excluding Refilling) and as directed by the departmental officers. | 1,274.32 | 1 Cum | 145 ₹1.8 L | 140 ₹1.8 L |
| 2.00 | Supplying and filling with Gravel in layers of 150 mm thickness well watered, rammed and consolidated in initial lead complying with relevant Standard Specification etc., all complete. | 1,331.23 | 1 Cum | 780 ₹10.4 L | 760 ₹10.1 L |
| 3.00 | Refilling with excavated Soil (other than sand ) Complying with standard specification for filling with in the site including of machinery, transporting charges etc and as directed by the departmental officers. | 1,274.32 | 1 Rmt | 65 ₹82,830.80 | 55 ₹70,087.60 |
Tender Value
Refer Docs
EMD Value
₹14,100
Closing Date
29 Jan 2026, 6:00 pmClosed
The Executive Engineer / Salem Division
The Executive Engineer Salem Division Annadhanapatty Police Station Campus Salem - 636 002
Filling around the scheme area with conveyed brought form out source for the Construction of Industrial Housing Facilities Block A G plus 8 floors and block B G plus 7 floors at Sipcot industrial park shoolagiri in krishnagiri District
2026_TNPHC_644150_1
DB/SLM/4659/2025
Open Tender
Civil Works
60 days
Shoolagiri SIPCOT
Refer the tender docuement
7 documents required · 7 mandatory
₹0
₹14,100
10 Feb 2026
19 Jan 2026
30 Jan 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
Cutting the excess earth removing the same and levelling the soils and sub soils to the required depth etc., complete (Excluding Refilling) and as directed by the departmental officers.
Supplying and filling with Gravel in layers of 150 mm thickness well watered, rammed and consolidated in initial lead complying with relevant Standard Specification etc., all complete.
Refilling with excavated Soil (other than sand ) Complying with standard specification for filling with in the site including of machinery, transporting charges etc and as directed by the departmental officers.
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