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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC | ₹2.4 L | 1 | Accepted-AOC ACCEPTED |
| 2 | 2₹2.4 LRejected-Finance | ₹2.4 L | 2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SKETCHUP ASSOCIATES L2 | Rijil Lal VP L1 |
|---|---|---|---|---|---|
| 1.00Road Concreting | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 29.7 | cum | 60 ₹1,782 | 60.65 ₹1,801.31 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.4 | cum | 579 ₹8,337.60 | 577.65 ₹8,318.16 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 14.7 | cum | 2,968 ₹43,629.60 | 2,959.19 ₹43,500.09 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 22.05 | cum | 8,479 ₹1.9 L | 8,453.98 ₹1.9 L |
Tender Value
₹2.5 L
EMD Value
₹6,336
Closing Date
10 Feb 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Tuneri GP
Kandiyilmukku Chellaatt Thazhe Road Concrete-PJ NO-336/25-26
2026_LSGD_832959_6
1001/2025-26/AE/TNRY
Open Tender
Civil Works - Roads
180 days
Tuneri
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,336
Yes
31 Mar 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
Road Concreting
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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