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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39,723.78Admitted-Fee/PreQual/Technical/Finance | ₹39,723.78 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹40,950+₹1,226.22 (3.09%)Admitted-Fee/PreQual/Technical/Finance | ₹40,950+₹1,226.22 (3.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JALEEL P H L2 | Sathysee L1 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 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 | 10.8 | cum | 3,450 ₹37,260 | 3,337.88 ₹36,049.1 Lowest |
| 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) | 0.4 | cum | 9,225 ₹3,690 | 9,186.7 ₹3,674.68 Lowest |
Tender Value
₹39,724
Closing Date
26 May 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
PW 5699994 2025-Maintenance work of Aqudect M.A road ward 17
2026_LSGD_851894_3
LIDEW/AEE/ET/01/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
6 documents required · 6 mandatory
₹335
Yes
Yes
14 Jul 2026
20 May 2026
29 May 2026
20 May 2026
26 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
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