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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-AOC | ₹10.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹11.1 CrRejected-AOC 5 142 NEHRU STREET AATHIKULAM MADURAI NORTH MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | ₹11.1 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.S Sakthi | PERIYASAMY MURALI |
|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification. Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil etc. complete as per standard specifications and as directed by the Engineer-in-charge. | |||||
| 1.01 | First depth of 2M | 2,965.1 | 1m3 (one cubic metre) | 9,22,146.1 ₹9.2 L | 10,37,785 ₹10.4 L |
| 1.02 | Second depth of 2 to 3M | 200.8 | 1m3 (one cubic metre) | 65,460.8 ₹65,460.80 | 6,72,680 ₹6.7 L |
| 1.03 | Grade Beam | 18 | 1m3 (one cubic metre) | 2,313 ₹2,313 | 2,700 ₹2,700 |
| 2.00Labour for cutting open road for laying water mains or sewer | |||||
| 2.01 | B.T.Roads (or) Maccadam road | 70.4 | 1m3 (one cubic metre) | 65,470.59 ₹65,470.59 | 70,400 ₹70,400 |
| 2.02 | Concrete road | 13.2 | 1m3 (one cubic metre) | 17,192.87 ₹17,192.87 | 18,480 ₹18,480 |
| 3.00Earth Excavation for other than loose soil for pipe line works having bed width of 1.25 m & below on linear measurement basis | |||||
| 3.01 | 300mm DI K7 | 4,237 | 1Rm (one running metre) | 14,10,031.23 ₹14.1 L | 14,82,950 ₹14.8 L |
| 4.00Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor's crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor's machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes | |||||
Tender Value
₹11.0 Cr
EMD Value
₹11.0 L
Closing Date
10 Oct 2025, 3:00 pmClosed
The Commissioner, Rameswaram Municipality
23(1), Varthagan Street, Municipal Office, Rameswaram
Improvement of Water Supply System in Rameswaram Municipality
2025_MAWS_558595_2
2439_2024_E1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
365 days
Rameswaram Municipality
Please see tender documents
2 documents required · 2 mandatory
₹0
₹11.0 L
23 Feb 2026
20 Sept 2025
10 Oct 2025
20 Sept 2025
10 Oct 2025
20 Sept 2025
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