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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC NOT AVAILABLE | NA | NA | 121004 | ₹4.2 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹4.4 LRejected-AOC | ₹4.4 L | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | SURESH BABU K L1 | SREEJITH L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 75.94 | cum | 64.04 ₹4,863.07 | 70 ₹5,315.66 |
| 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 | 25.31 | cum | 3,124.47 ₹79,089.71 | 3,300 ₹83,532.90 |
| 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) | 37.97 | cum | 8,926.16 ₹3.4 L | 9,200 ₹3.5 L |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
6 Mar 2026, 11:00 amClosed
ARYA BABU P
LIW EW SECTION NARIPPATTA GP
Erattemchal playground Road NARIPPATTA
2026_LSGD_838804_8
11/AE/LSGD/NPT/2026
Open Tender
Civil Works - Roads
360 days
NARIPPATTA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,572
Yes
30 May 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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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