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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC Quated lowest rate | |
| 2 | Rejected-Technical CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | - | Rejected-Technical QUOTED HIGHER AMOUNT |
| Sl No | Description | Qty | Unit | GEORGE JOSEPH L2 | Seemkumar V S L1 |
|---|---|---|---|---|---|
| 1.00Tile Paving work | |||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 6.56 | cum | 2,954.02 ₹19,387.23 | 2,847.21 ₹18,686.24 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 297 | sqm | 14.17 ₹4,208.49 | 13.66 ₹4,057.02 Lowest |
| 1.00 | OD476267/2025-2026:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40
Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness.
Laying interlock tiles in lines and levels as per the directions of the departmental officers at site
inclusive of all cost and conveyance charges etc.; complete. | 316.8 | sqm | 1,026.89 ₹3,25,318.75 | 989.76 ₹3,13,555.97 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) | 3.16 | cum | 8,130.26 ₹25,691.62 | 7,836.28 ₹24,762.64 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
28 Feb 2026, 6:00 pmClosed
AE LIDEW KOOVAPADY BLOCK
AE LIDEW KOOVAPADY BLOCK
Annual Plan-Proj No 174/25-26 ,Block KVPDY Renovation of Thottuva Mangala Bharathi Moozhikal kadav Road in ward 4 koovappady GP
2026_LSGD_838470_1
36/AE/TENDER /KVPDY BLOCK/LIDEW/2025-26
Open Tender
Civil Works - Others
Item Rate
365 days
KOOVAPPADY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,582
Yes
17 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
20 Feb 2026 - 25 Feb 2026
Tile Paving work
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD476267/2025-2026:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.
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)
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