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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC MAVILAVALAPPIL HOUSE ONAPPARAMBA | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 LSame as L1Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.1 L+₹13,319.78 (4.57%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | NOUSHAD P L2 | K M KUNHIKRISHNAN L1 | shabeer mangadan L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 45 | cum | 594.3 ₹26,743.5 | 568.36 ₹25,576.2 Lowest | 568.36 ₹25,576.2 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6 | cum | 396.4 ₹2,378.4 | 379.1 ₹2,274.6 Lowest | 379.1 ₹2,274.6 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 24 | cum | 61.61 ₹1,478.64 | 58.92 ₹1,414.08 Lowest | 58.92 ₹1,414.08 Lowest |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 14 | cum | 3,049.67 ₹42,695.38 | 2,916.52 ₹40,831.28 Lowest | 2,916.52 ₹40,831.28 Lowest |
| 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) | 21 | cum | 8,586.97 ₹1,80,326.37 | 8,212.07 ₹1,72,453.47 Lowest | 8,212.07 ₹1,72,453.47 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6 | cum | 8,578.4 ₹51,470.4 | 8,203.88 ₹49,223.28 Lowest | 8,203.88 ₹49,223.28 Lowest |
Tender Value
₹3.2 L
EMD Value
₹7,929
Closing Date
5 Nov 2025, 6:00 pmClosed
assistant engineer II
office of the Kannur corporation
1599/2025-26-Kannur MC_ Construction of Road Concrete From Gopalan Kada Neerchal Palli Road to Infront of Nisham baith from 0/000 to 0/045km in Division 42
2025_LSGD_816857_5
3/AE/KMC/25-26
Open Tender
Civil Works - Roads
Item Rate
KANNUR CORPORATION
Please refer Tender documents.
7 documents required · 7 mandatory
₹700
Yes
₹7,929
Yes
16 Apr 2026
31 Oct 2025
7 Nov 2025
31 Oct 2025
5 Nov 2025
31 Oct 2025
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