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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | santhosh.S L1 |
|---|---|---|---|---|
| 1.00ROAD WORKS | ||||
| 1.00 | OD519315/2025-2026:Filling with contractor own earth ( excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge. | 29.7 | cum | 300 ₹8,910 Lowest |
| 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 | 14.85 | cum | 3,335 ₹49,524.75 Lowest |
| 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) | 10.8 | cum | 9,510 ₹1,02,708 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,211
Closing Date
4 Jul 2026, 11:00 amClosed
ASSISTANT ENGINEER
The Assistant Engineer, LSGD Section, Kareepa Grama Panchayat
KOCHUVEEDU CHOORALLOOR ROAD
2026_LSGD_853176_19
01/AE/LSGD/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
KAREEPRA
Please refer Tender documents.
6 documents required · 6 mandatory
₹655
Yes
₹4,211
Yes
22 Jul 2026
25 Jun 2026
6 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORKS | |||||
| 1.001 | OD519315/2025-2026:Filling with contractor own earth ( excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge. | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
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