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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 CrAccepted-AOC | ₹34.2 Cr Quoted ₹35.4 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹36.1 CrRejected-Finance | ₹36.1 Cr | L2 | Rejected-Finance Among the three bidders, the second heighest rate quoted by Ms.K. Rajagopalan and Co., Engineering Contractors,, |
| 3 | L3₹37.1 CrRejected-Finance | ₹37.1 Cr | L3 | Rejected-Finance Among the three bidders, the heighest rate quoted by Ms.K. M.mohamedyunussaleem, |
| Sl No | Description | Qty | Unit | K.RAJAGOPALAN AND CO L2 | Sri Aishwarya Construction L1 | M.mohamedyunussaleem L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle etc, complete complying with standard specifications and as directed by the departmental officers | 1,02,000 | m2 | 6.75 ₹6.9 L | 6.5 ₹6.6 L | 6.5 ₹6.6 L |
| 2.00 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m deploying earth moving machinery and tippers including benching,formation of bunds,breaking clods and sectioning etc.,complete | 9,200 | m3 | 68 ₹6.3 L | 62 ₹5.7 L | 69 ₹6.3 L |
| 3.00 | Earth work excavation in all soils except hard rock requiring blasting and conveying for formation of bund with lead 9 Km by deploying earth moving machineries and tippers including benching formation of bunds, breaking clods, ramming, sectioning with extra watering and consolidation by power roller and including hire charges etc. complete complying with standard specifications and as directed by the departmental officers | 3,93,200 | m3 | 227.7 ₹9.0 Cr | 216 ₹8.5 Cr | 245 ₹9.6 Cr |
| 4.00 | Earth work excavation by deploying earth moving machinery including jungle clearence and depositing the same as shown by the departmental officers including leveling, excluding formation of bund etc., complete complying with standard specifications and as directed by the departmental officers | 26,200 | m3 | 49 ₹12.8 L | 49.5 ₹13.0 L | 50 ₹13.1 L |
| 5.00 | Earth Work Excavation for foundation in all soils and sub soils to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers.
(Open excavation) | 8,950 | m3 | 126 ₹11.3 L | 125 ₹11.2 L | 126 ₹11.3 L |
| 6.00 | Earth Work Excavation for foundation in all soils and sub soils to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers.
(Narrow excavation) | 5,000 | m3 | 251 ₹12.6 L | 251.25 ₹12.6 L | 240 ₹12 L |
| 7.00Providing and placing in position of plain cement concrete M10 grade using sand graded hard blue granite broken stone jelly of 40 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers | ||||||
| 7.01 | For works above 1.50m to 4.50m below ground level | 665 | m3 | 6,100 ₹40.6 L | 6,050 ₹40.2 L | 6,000 ₹39.9 L |
| 7.02 | For works upto 1.50m depth below ground level and upto 1.00m height above ground level | 180 | m3 | 5,400 ₹9.7 L | 5,400 ₹9.7 L | 5,500 ₹9.9 L |
| 8.00Providing and placing in position of plain cement concrete M 15 grade using sand graded hard blue granite broken stone jelly of 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine and laying in layers including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers | ||||||
Tender Value
₹34.7 Cr
EMD Value
₹17.4 L
Closing Date
23 Sept 2025, 12:00 pmClosed
Superintending Engineer
o/oSuperintending Engineer,WRD,VBC,Cuddalore
Construction of Check dam across Gadilam River at Kamatchipettai Village in Panruti Taluk of Cuddalore District
2025_WRD_601417_1
shortterm/4/VBC/25-26/4.9.25
Open Tender
Civil Works
545 days
panruti, cuddalore
as per pq documents
9 documents required · 9 mandatory
₹0
₹17.4 L
14 Nov 2025
8 Sept 2025
23 Sept 2025
8 Sept 2025
23 Sept 2025
9 Sept 2025
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