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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC AS PER RESOLUTION |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC AS PER RESOLUTION |
| Sl No | Description | Qty | Unit | Vyjil V Raj L1 | K V SANTHOSH L2 |
|---|---|---|---|---|---|
| 1.00PR NO-1619/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL DIV-15 T P RAJAN KALLEN DAMODHARAN ROAD CONCRETE | |||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 78.75 | cum | 50 ₹3,937.5 | 51.02 ₹4,017.83 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 72 | cum | 62.76 ₹4,518.72 | 64.04 ₹4,610.88 |
| 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 | 24 | cum | 3,061.98 ₹73,487.52 | 3,124.47 ₹74,987.28 |
| 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) | 36 | cum | 8,747.6 ₹3,14,913.6 | 8,926.09 ₹3,21,339.24 |
| 1.00 | OD303586/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm
thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to
make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr
above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including
cost and conveyance of all materials all labour charges , fabricating etc complete. | 1 | each | 4,337.66 ₹4,337.66 | 4,426.21 ₹4,426.21 |
| 1.01 | OD303587/2025-2026:Lettering with black Japan pint of approved brand and manufacture | 100 | each | 6.05 ₹605 | 6.17 ₹617 |
Tender Value
₹4.1 L
EMD Value
₹10,250
Closing Date
26 Feb 2026, 5:00 pmClosed
AE CHELORA
AE CHELORA KANNUR CORPORATION CHELORA ZONAL
Annual Plan-PR NO-1619/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL DIV-15 T P RAJAN KALLEN DAMODHARAN ROAD CONCRETE - -General Civil Work
2026_LSGD_829665_7
E7-948/2023 DATED 15/12/2025
Open Tender
Civil Works - Roads
180 days
KANNUR CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹905
Yes
₹10,250
Yes
25 Jun 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
20 Feb 2026 - 26 Feb 2026
PR NO-1619/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL DIV-15 T P RAJAN KALLEN DAMODHARAN ROAD CONCRETE
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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)
OD303586/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.
OD303587/2025-2026:Lettering with black Japan pint of approved brand and manufacture
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