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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAccepted-Finance 58 90 NEW TURMERIC COMMERCIAL COMPLEX VETTUVAPALAYAM MAIN STREET ERODE 638107 | ERODE | TAMIL NADU | 638107 | ₹10.2 Cr | L1 | Accepted-Finance Less then Estimation Rate |
| 2 | L2₹12.6 CrRejected-Finance COMMISSIONER WALAJAPET MUNICIPALITY RANIPET DISTRICT | RANIPET | TAMIL NADU | 631001 | ₹12.6 Cr | L2 | Rejected-Finance More then Estimation Rate |
| Sl No | Description | Qty | Unit | SAMRAT CONSTRUCTIONS - R R THULASI BUILDERS INDIA PRIVATE LIMITED (JV) L1 | T KARUNAKARAN L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Manual means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 197 | M3 | 283 ₹55,751 Lowest | 297 ₹58,509 |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. (0-2.4 Mtr Depth) | 4,650.24 | M3 | 218 ₹10,13,752.32 Lowest | 228 ₹10,60,254.72 |
| 3.00 | 2.4-3.4 Mtr Depth | 430 | M3 | 239 ₹1,02,770 Lowest | 251 ₹1,07,930 |
| 4.00 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) | 627 | M3 | 97 ₹60,819 Lowest | 102 ₹63,954 |
| 5.00 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels ordinary soil including excavated earth (SS20B) | 1,350.76 | M3 | 182 ₹2,45,838.32 Lowest | 191 ₹2,57,995.16 |
| 6.00 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.I38 | 1,169 | Cum | 217 ₹2,53,673 Lowest | 228 ₹2,66,532 |
| 7.00 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 1,432 | M3 | 75 ₹1,07,400 Lowest | 78 ₹1,11,696 |
| 8.00 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 44 | M3 | 347 ₹15,268 Lowest | 365 ₹16,060 |
| 9.00 | 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 | 1,952 | M3 | 51 ₹99,552 Lowest | 53 ₹1,03,456 |
| 10.00 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 95 | M3 | 2,174 ₹2,06,530 Lowest | 2,283 ₹2,16,885 |
Tender Value
₹11.5 Cr
EMD Value
₹11.5 L
Closing Date
26 Nov 2025, 3:00 pmClosed
The Commissioner
Door no 72 Chittoor Main Road Near Weekly Market Sholinghur
Construction of 2.01 MLD of Sewage Treatment Plant cum Fecal Sludge Treatment Plant at a Length of 7.61 km in Sholinghur Municipality
2025_MAWS_620270_1
1110/2023/E1
Open Tender
Civil Works
Works
The Sholinghur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹11.5 L
The Sholinghur Municipality
19 May 2026
5 Nov 2025
26 Nov 2025
5 Nov 2025
26 Nov 2025
5 Nov 2025
21 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Manual means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 197 | M3 | - | - |
| 2 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. (0-2.4 Mtr Depth) | 4,650.24 | M3 | - | - |
| 3 | 2.4-3.4 Mtr Depth | 430 | M3 | - | - |
| 4 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) | 627 | M3 | - | - |
| 5 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels ordinary soil including excavated earth (SS20B) | 1,350.76 | M3 | - | - |
| 6 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.I38 | 1,169 | Cum | - | - |
| 7 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 1,432 | M3 | - | - |
| 8 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 44 | M3 | - | - |
| 9 | 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 | 1,952 | M3 | - | - |
| 10 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 95 | M3 | - | - |
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