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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.3 LAccepted-AOC N A | NA | NA | 121004 | ₹7.3 L | 1 | Accepted-AOC lowest quoted |
| 2 | Rejected-Technical N A | NA | NA | 121004 | - | - | Rejected-Technical QUOTED HIGHER AMOUNT |
| 3 | Rejected-Technical CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | - | - | Rejected-Technical QUOTED HIGHER AMOUNT |
| Sl No | Description | Qty | Unit | GEORGE JOSEPH L2 | Aemond Ventures Pvt Ltd L3 | Musammil L1 |
|---|---|---|---|---|---|---|
| 1.00Tile paving | ||||||
| 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. | 419.2 | sqm | 16 ₹6,707.2 | 16 ₹6,707.2 | 14 ₹5,868.8 Lowest |
| 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 | 44.21 | cum | 2,800 ₹1,23,796.4 | 2,900 ₹1,28,217.7 | 2,600 ₹1,14,953.8 Lowest |
| 1.00 | OD382297/2025-2026: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. | 537.1 | sqm | 1,030 ₹5,53,213 Lowest | 1,035 ₹5,55,898.5 | 1,040 ₹5,58,584 |
| 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) | 6.81 | cum | 7,600 ₹51,771.2 | 8,000 ₹54,496 | 7,300 ₹49,727.6 Lowest |
| 1.00 | OD382298/2025-2026:Gran ite board with letters | 1 | no | 3,630 ₹3,630 Lowest | 8,000 ₹8,000 | 4,500 ₹4,500 |
Tender Value
₹8.4 L
EMD Value
₹21,093
Closing Date
19 Jan 2026, 6:00 pmClosed
O/o AE LIDEW KOOVAPADY BLOCK
O/o AE LIDEW KOOVAPADY BLOCK
Annual plan -62/ 2025-2026 Koovappady block ,Renovation of Kallarackamaly Kulathungamaly SC Colony Road in Ward 2 -of Okkal G P
2026_LSGD_826245_1
27/AE/TENDER /KVPDY BLOCK/LIDEW/2025-26
Open Tender
Civil Works - Others
Item Rate
330 days
KOOVAPPADY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
Yes
₹21,093
Yes
30 Jul 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
8 Jan 2026 - 12 Jan 2026
Tile paving
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.
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
OD382297/2025-2026: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)
OD382298/2025-2026:Gran ite board with letters
stage.html
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finance_1385938.pdf
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Tendernotice_1.pdf
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Tender Documents • 1.73 MB
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