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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC work awarded to the lowest quoted rates |
| 2 | L2₹1.7 L+₹1,739 (1.03%)Rejected-Finance | ₹1.7 L+₹1,739 (1.03%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH | - | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
| Sl No | Description | Qty | Unit | SHAJU P DEVASSY L1 | JAIJO M J L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 116.1 | sqm | 16 ₹1,857.6 Lowest | 17 ₹1,973.7 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 11.61 | cum | 2,480 ₹28,792.8 Lowest | 2,484 ₹28,839.24 |
| 1.00 | OD345871/2025-2026:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | 99.9 | sqm | 1,160 ₹1,15,884 Lowest | 1,168 ₹1,16,683.2 |
| 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) | 2.43 | cum | 9,180 ₹22,289.04 Lowest | 9,500 ₹23,066 |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
24 Jul 2026, 5:00 pmClosed
Assistant Engineer
LID and EW Section Koratty
2025-26 M V canal bund branch road maintenance Third phase ward 1 - Koratty GP
2026_LSGD_842317_2
S0362/26
Open Tender
Civil Works - Roads
Item Rate
330 days
Koratty GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,231
Yes
16 Sept 2026
15 Jul 2026
27 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | OD345871/2025-2026:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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