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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC NO 89 B KONGU NAGAR KARUMANDI SELLIPALAYAM VILLAGE PERUNDURAI TALUK ERODE DISTRICT 638 052 | ERODE | TAMIL NADU | 638052 | ₹3.0 Cr | L1 | Accepted-AOC Lowest Responsive Tenderer |
| 2 | L2₹3.1 Cr+₹10.8 L (3.57%)Rejected-AOC NO 2 ALANGATTU VALASU 60 VELAMPALAYAM POST MODAKKURICHI VIA ERODE 638 104 | ERODE | TAMIL NADU | 638104 | ₹3.1 Cr+₹10.8 L (3.57%) | L2 | Rejected-AOC Quoted Rate higher than L1 |
| Sl No | Description | Qty | Unit | PMS BUILDERS L2 | M.R.Thangaraj L1 |
|---|---|---|---|---|---|
| 1.00 | Engaging of Mazdoor for
a) preliminary field investigation, site clearance, cleaning the site after work, collection of soil samples, etc @ 3 Mazdoor for 6 days.
b) Geo physical survey works etc.@ 4 Mazdoor for 1 day. | 1,584 | Nos | 650 ₹10,29,600 | 630 ₹9,97,920 Lowest |
| 2.00 | Hiring of vehicle for geophysical survey works carrying geophysical equipment and field inspection works including all other charges etc., | 20,000 | km | 20 ₹4,00,000 | 19 ₹3,80,000 Lowest |
| 3.00 | Drilling of 150mm dia bore well in hardrock area anywhere in Tamilnadu including transportation to the worksite in hardrock areas and developing the borewells | 882 | mtrs | 350 ₹3,08,700 | 330 ₹2,91,060 Lowest |
| 4.00Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another within Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm /150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site (Site will be shown by the Officers) including construction of mud pit. Drilling of 140 / 150mm Pilot bore | |||||
| 4.01 | a. Upto 60m depth ending below ground level | 2,843 | mtrs | 2,100 ₹59,70,300 | 1,970 ₹56,00,710 Lowest |
| 4.02 | b. From 60m upto 90m depth ending from ground level | 240 | mtrs | 2,200 ₹5,28,000 | 2,130 ₹5,11,200 Lowest |
| 4.03 | c. From 90m upto 120m depth ending from ground level | 80 | mtrs | 2,500 ₹2,00,000 | 2,260 ₹1,80,800 Lowest |
| 5.00Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the Departmental officers. | |||||
| 5.01 | a. Upto 60m depth ending below ground level | 2,843 | mtrs | 510 ₹14,49,930 | 495 ₹14,07,285 Lowest |
| 5.02 | b. From 60m upto 90m depth ending from ground level | 240 | mtrs | 550 ₹1,32,000 | 525 ₹1,26,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
9 Oct 2025, 3:00 pmClosed
Superintending Engineer, GWC, Chennai
Office of the Superintending Engineer, WRD, Ground Water Circle, Chennai-113
Construction of 240 numbers of Artificial Recharge Shafts in Cuddalore, Kallakurichi and Villupuram Districts
2025_WRD_604380_1
01/2025-26 /ARS Cuddalore/2025
Open Tender
Civil Works - Water Works
Lump-sum
365 days
Cuddalore
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.6 L
16 Dec 2025
16 Sept 2025
10 Oct 2025
16 Sept 2025
9 Oct 2025
16 Sept 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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