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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Work order issued on 24.9.25 now updated |
| 2 | L2₹1.6 Cr+₹1.4 L (0.93%)Rejected-Finance DISTT SIKAR | SIKAR | RAJASTHAN | ₹1.6 Cr+₹1.4 L (0.93%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | PETHANASAMY J L1 | M/s. RK AND CO L2 |
|---|---|---|---|---|---|
| 1.00Strengthening and Black topping of Achampatti to Vavidamaruthur road via PWD Supply Channel road R-213 | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,022.4 | Sqm | 6 ₹6,134.4 Lowest | 7 ₹7,156.8 |
| 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 B | 511.2 | Cum | 132 ₹67,478.4 Lowest | 135 ₹69,012 |
| 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 0/0 - 1/0 | 60 | Cum | 534 ₹32,040 Lowest | 535 ₹32,100 |
| 6.00 | Km 1/0 - 1/420 | 25.2 | Cum | 546 ₹13,759.2 Lowest | 547 ₹13,784.4 |
| 7.00 | Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 468.6 | Cum | 2,329 ₹10,91,369.4 Lowest | 2,350 ₹11,01,210 |
| 8.00 | 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. | 532.5 | Cum | 2,380 ₹12,67,350 Lowest | 2,385 ₹12,70,012.5 |
| 9.00 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 4,260 | Sqm | 86 ₹3,66,360 Lowest | 90 ₹3,83,400 |
| 10.00 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 4,260 | Sqm | 20 ₹85,200 Lowest | 25 ₹1,06,500 |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
Upgradation / Strengthening of 2 nos of Roads in Alanganallur Block of Madurai District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2025-26 PHASE III Package no 01
2025_RDTN_594025_1
DIPR/4437/2025
Open Tender
Civil Works
Item Rate
180 days
Alanganallur
Refer Tender document
3 documents required · 3 mandatory
₹0
₹1.6 L
O/O of Project Director DRDA Madurai
28 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
20 Aug 2025
25 Aug 2025
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