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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹3.8 CrAccepted-AOC | ₹3.8 Cr | H2 | Accepted-AOC LOA issued |
| 2 | H1₹4.7 CrRejected-Finance CONTRACTOR NAMAKKAL | NAMAKKAL | TAMIL NADU | 636142 | ₹4.7 Cr | H1 | Rejected-Finance REJECT |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 4 | Rejected-Technical 30 1 BHAVANI MAIN ROAD VEERAPANCHATRAM ERODE 638004 | ERODE | TAMIL NADU | 638004 | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | stanely hitech construction company private limited H2 | NTC Infra & Engineering Pvt Ltd H1 |
|---|---|---|---|---|---|
| 1.00Earth 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, hales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B. | |||||
| 1.01 | 0-2M first depth narrow foundation | 2,359 | M3 | 130 ₹3,06,670.52 Lowest | 436 ₹10,28,525.74 |
| 1.02 | 2-4M first depth | 573 | M3 | 135 ₹77,355 Lowest | 581 ₹3,32,913 |
| 1.03 | drain/culvert | 228 | M3 | 165 ₹37,620 Lowest | 581 ₹1,32,468 |
| 2.00Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil | |||||
| 2.01 | 0-2M First depth | 111 | M3 | 115 ₹12,765.02 Lowest | 1,539 ₹1,70,829.31 |
| 2.02 | 2-4M Second depth | 74 | M3 | 215 ₹15,909.91 Lowest | 3,848 ₹2,84,750.36 |
| 2.03 | 4-6M first depth | 11 | M3 | 325 ₹3,576.04 Lowest | 4,105 ₹45,168.14 |
| 3.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 2,100 | M3 | 100 ₹2,09,999.52 Lowest | 218 ₹4,57,798.95 |
| 4.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification | 775 | M3 | 45 ₹34,875.06 Lowest | 218 ₹1,68,950.29 |
Tender Value
₹4.9 Cr
EMD Value
₹4.9 L
Closing Date
3 Jul 2026, 3:00 pmClosed
Commissioner
PUGALUR MUNICIPALITY
Construction of 1 MLD Sewage Treatment Plant with Interception and diversion in Pugalur Municipality
2026_MAWS_679760_1
1513/2025/E1
Open Tender
Civil Works
Works
Pugalur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.9 L
PUGALUR MUNICIPALITY
24 Jul 2026
6 Jun 2026
3 Jul 2026
6 Jun 2026
3 Jul 2026
6 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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, hales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B. | |||||
| 1.01 | 0-2M first depth narrow foundation | 2,359 | M3 | - | - |
| 1.02 | 2-4M first depth | 573 | M3 | - | - |
| 1.03 | drain/culvert | 228 | M3 | - | - |
| 2Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil | |||||
| 2.01 | 0-2M First depth | 111 | M3 | - | - |
| 2.02 | 2-4M Second depth | 74 | M3 | - | - |
| 2.03 | 4-6M first depth | 11 | M3 | - | - |
| 3 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 2,100 | M3 | - | - |
| 4 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification | 775 | M3 | - | - |
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