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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC AS PER BOARD RESOLUTION | |
| 2 | L2₹4.7 L+₹41,747.67 (9.71%)Rejected-AOC | L2 | Rejected-AOC AS PER BOARD RESOLUTION | |
| 3 | l3₹4.9 L+₹62,095.94 (14.4%)Rejected-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | l3 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | DINESHAN. M. L2 | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L3 | KARUNAKARAN P L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 261.6 | sqm | 39 ₹10,202.4 | 45.5 ₹11,902.8 | 13.73 ₹3,591.77 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 | 31.39 | cum | 2,855 ₹89,624.16 | 2,992 ₹93,924.86 | 2,606.25 ₹81,815.4 Lowest |
| 1.00 | OD216622/2025-2026:Granular Sub-base with scarified granular material<br> (A) By Mix in Place Method <br> Construction of granular sub-base by scarified granular 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 | 7.92 | cum | 365 ₹2,890.8 | 229.8 ₹1,820.02 Lowest | 982.54 ₹7,781.72 |
| 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) | 39.24 | cum | 8,151 ₹3,19,845.24 | 8,450 ₹3,31,578 | 7,440.45 ₹2,91,963.26 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) | 6.28 | cum | 7,838 ₹49,206.96 | 8,425 ₹52,892.15 | 7,147.14 ₹44,869.74 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
27 Sept 2025, 5:00 pmClosed
SUBHA P
THURAYUR GP
ENOVATION OF MOOTHEDATH ROAD
2025_LSGD_790193_2
5/AE/THR/TENDER/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
THURAYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,710
Yes
25 Jun 2026
19 Sept 2025
29 Sept 2025
19 Sept 2025
27 Sept 2025
19 Sept 2025
Amount
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
OD216622/2025-2026:Granular Sub-base with scarified granular material<br> (A) By Mix in Place Method <br> Construction of granular sub-base by scarified granular 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
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)
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)
DINESHAN. M. (BID ID -2358882)
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2362234)
Bidder Name
KARUNAKARAN P
DINESHAN. M.
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
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