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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical ACCEPT L1 |
| Sl No | Description | Qty | Unit | AKHIL GOVIND K T L1 | SHIBU K P L2 |
|---|---|---|---|---|---|
| 1.00footpath | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 14.62 | cum | 14.81 ₹216.46 | 15 ₹219.24 |
| 1.00 | OD184549/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 9.74 | cum | 2,888.34 ₹28,143.98 | 3,150 ₹30,693.6 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 11.69 | cum | 8,438.16 ₹98,667.4 | 8,800 ₹1,02,898.4 |
Tender Value
₹1.3 L
EMD Value
₹3,176
Closing Date
18 Oct 2025, 3:00 pmClosed
AE
LsgdChelannur
roads
2025_LSGD_807900_1
AE/LSGD/CHNR/tender/8/2025-26
Open Tender
Civil Works - Roads
chelannur
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹3,176
Yes
3 Feb 2026
10 Oct 2025
20 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Amount
footpath
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD184549/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
SHIBU K P (BID ID -2396772)
Bidder Name
SHIBU K P
AKHIL GOVIND K T
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