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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹16.3 L (12.2%)Rejected-AOC 2 10 SIVAGANGAI MAIN ROAD VARICHIYUR POST MADURAI 20 | MADURAI | TAMIL NADU | 625001 | ₹1.5 Cr+₹16.3 L (12.2%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.6 Cr+₹23.5 L (17.6%)Rejected-AOC | ₹1.6 Cr+₹23.5 L (17.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.6 Cr+₹25.7 L (19.3%)Rejected-AOC | ₹1.6 Cr+₹25.7 L (19.3%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | T.Ramar L3 | M/S.S.K.CONSTRUCTIONS L2 | m/s varavar L1 | S PANDI L4 |
|---|---|---|---|---|---|---|---|
| 1.00Name of Work :Strenthening of the Road From D.Karisalkulam to Meet Avaniyapuram Road | |||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 2,210.4 | sqm | 6 ₹13,262.4 | 5 ₹11,052 | 4.25 ₹9,394.2 Lowest | 10 ₹22,104 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 442.08 | cum | 140 ₹61,891.2 | 131 ₹57,912.48 | 94 ₹41,555.52 Lowest | 150 ₹66,312 |
| 4.00Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | |||||||
| 5.00 | Km 0/72 - 1/0 | 168.75 | cum | 630 ₹1,06,312.5 | 936 ₹1,57,950 | 510 ₹86,062.5 Lowest | 650 ₹1,09,687.5 |
| 6.00 | Km 1/0 - 2/0 | 157.95 | cum | 640 ₹1,01,088 | 945 ₹1,49,262.75 | 510 ₹80,554.5 Lowest | 650 ₹1,02,667.5 |
| 7.00 | Km 1/0 - 2/520 | 87.75 | cum | 640 ₹56,160 | 955 ₹83,801.25 | 510 ₹44,752.5 Lowest | 640 ₹56,160 |
| 8.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 4,333.75 | sqm | 23 ₹99,676.25 | 20 ₹86,675 | 17 ₹73,673.75 Lowest | 30 ₹1,30,012.5 |
| 9.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | |||||||
| 10.00 | Km 0/72 - 1/0 | 568.69 | cum | 2,848 ₹16,19,629.12 | 2,500 ₹14,21,725 | 2,380 ₹13,53,482.2 Lowest | 2,900 ₹16,49,201 |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA,Sivagangai
D.Karisalkulam to Meet Avaniyapuram road Km 0/0-2/520
2026_RDTN_656730_1
TPM_NABARD_2026_27_PKG_13
Open Tender
Civil Works
Item Wise
90 days
Sivagangai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.6 L
10 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work :Strenthening of the Road From D.Karisalkulam to Meet Avaniyapuram Road | - | - | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 2,210.4 | sqm | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 442.08 | cum | - | - |
| 4 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | - | - | - | - |
| 5 | Km 0/72 - 1/0 | 168.75 | cum | - | - |
| 6 | Km 1/0 - 2/0 | 157.95 | cum | - | - |
| 7 | Km 1/0 - 2/520 | 87.75 | cum | - | - |
| 8 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 4,333.75 | sqm | - | - |
| 9 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | - | - | - | - |
| 10 | Km 0/72 - 1/0 | 568.69 | cum | - | - |
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