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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹24.2 CrAccepted-AOC | l1 | Accepted-AOC As per the approval of 56th Tender Award Committee the lowest tenderer has been awarded the contract | |
| 2 | l2₹25.7 Cr+₹54.2 L (2.15%)Rejected-Finance | l2 | Rejected-Finance Among the Three bidders second highest rate quoted by M/s. Ayyavoo Associates | |
| 3 | l3₹26.5 Cr+₹1.3 Cr (5.24%)Rejected-Finance | l3 | Rejected-Finance Among the Three bidders highest rate quoted by P.P.S. CONSTRUCTION |
Tender Value
₹24.4 Cr
EMD Value
₹12.3 L
Closing Date
28 Oct 2024, 3:00 pmClosed
Superintending Engineer,
Superintending Engineer, WRD., Vellar Basin Circle, Cuddalore
Construction of a Check dam across Manimuktha River near Manavalanallur Village in Virudhachalam Taluk of Cuddalore District
2024_WRD_488680_1
04/VBC/CUD/24-25/Dt20.09.2024
Open Tender
Civil Works
Lump-sum
548 days
Virudhachalam Taluk of Cuddalore District
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹12.3 L
6 Feb 2025
26 Sept 2024
29 Oct 2024
26 Sept 2024
28 Oct 2024
30 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing scrub jungle etc, complete complying with standard specifications and as directed by the departmental officers | 52,000 | Square Metre | - | - |
| 2 | Earth work excavation in all soils except Medium rock/hard rock requiring blasting and conveying for formation of bund with lead 0 m to 100 m to the lowlying area by deploying earth moving machineries and tippers excluding benching formation of bunds, breaking clods, ramming, sectioning, etc. complete complying with standard specifications and as directed by the departmental officers | 26,740 | Cubic Metre | - | - |
| 3 | Earth Work Excavation for foundation in all soils and sub soils and 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) | 6,730 | Cubic Metre | - | - |
| 4 | Earth Work Excavation for foundation in all soils and sub soils and 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) | 28,690 | Cubic Metre | - | - |
| 5 | Supplying and filling with clean river sand in layers of not more than 15 cm thick, well watered, rammed and consolidated etc., complete complying with standard specifications and as directed by the departmental officers | 7,590 | Cubic Metre | - | - |
| 6 | Supplying and spreading sand gravel mix ratio of 1 : 1 in layers not exceeding 10 cm thick below the retaining wall as required at site of work including watering and consolidation using power roller, etc, complete complying with standard specifications and as directed by the departmental officers | 1,776 | Cubic Metre | - | - |
| 7Providing and placing in position of plain cement concrete M 10 grade using graded hard blue granite broken stone 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 by, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers | |||||
| 7.01 | For works upto 1.50 m depth below ground level and upto 1.0 m height above ground level | 311 | Cubic Metre | - | - |
| 7.02 | For works above 1.50 m to 4.50 m below ground level | 225 | Cubic Metre | - | - |
| 8Providing and placing in position of plain cement concrete M 15 using hard blue granite broken stone jelly of size 20 mm 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 by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers | |||||
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