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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC AGMT EXE |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ANVER SADIQUE P C L2 | Noushar pp L1 | KISHOR P E L3 | THAMARASSERY GRAMAPANCHAYATH SKILL DEVELOPMENT MULTIPURPOSE INDUSTRIAL COOPERATIVE SOCIETY LTD SIND(D)361 L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | OD322931/2025-2026: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 | 13.47 | cum | 2,000 ₹26,950 | 2,300 ₹30,992.50 | 2,500 ₹33,687.50 | 3,100 ₹41,772.50 |
| 1.00 | OD369011/2025-2026: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) (Modi. 75.8.1) | 20.21 | cum | 7,500 ₹1.5 L | 7,200 ₹1.5 L | 7,450 ₹1.5 L | 8,100 ₹1.6 L |
Tender Value
₹2.1 L
EMD Value
₹5,289
Closing Date
20 Jan 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, Koduvally Muncipality
Please refer Tender documents.
2026_LSGD_826991_1
KDLYMCP/LSGD/AE/ET10(16)/25-26
Open Tender
Civil Works - Roads
240 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,289
Yes
1 Apr 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
OD322931/2025-2026: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
OD369011/2025-2026: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) (Modi. 75.8.1)
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