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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC asper resolution |
| 2 | Rejected-Technical | - | - | Rejected-Technical High Quoted |
| Sl No | Description | Qty | Unit | Yousaf P L1 | Basheer N L1 |
|---|---|---|---|---|---|
| 1.00road concrete | |||||
| 1.00 | OD452195/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m in | 140.4 | sqm | 36.75 ₹5,159.70 | 36.75 ₹5,159.70 |
| 1.00 | 4.1.A.1: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 | 14.04 | cum | 3,337.88 ₹46,863.84 | 3,337.88 ₹46,863.84 |
| 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) | 21.06 | cum | 9,563.75 ₹2.0 L | 9,563.75 ₹2.0 L |
Tender Value
Refer Docs
EMD Value
₹6,336
Closing Date
17 Mar 2026, 3:00 pmClosed
Binoy AV
office of the assistant engineer LID and EW section kottopadam GP
Pro no. 225/26 Pilachullipadam road concrete ward-4
2026_LSGD_845687_5
T6/AE/LID AND EW/KPM 2025-26
Open Tender
Civil Works - Roads
kottopadam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,336
Yes
26 May 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
road concrete
OD452195/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m in
4.1.A.1: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: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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