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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹35,366.24 (4.55%)Rejected-AOC MAVILAVALAPPIL HOUSE ONAPPARAMBA | KERALA | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | NOUSHAD P L4 | K M KUNHIKRISHNAN L2 | SREEJITH K L3 | shabeer mangadan L1 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Road | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 10.05 | cum | 63.46 ₹637.77 | 60.69 ₹609.93 | 62.01 ₹623.2 | 58.05 ₹583.4 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 126.75 | cum | 594.3 ₹75,327.53 | 568.36 ₹72,039.63 | 580.71 ₹73,604.99 | 543.65 ₹68,907.64 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 | 47.27 | cum | 3,049.67 ₹1,44,173.15 | 2,916.52 ₹1,37,878.48 | 2,979.92 ₹1,40,875.72 | 2,789.71 ₹1,31,883.54 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) | 63.38 | cum | 8,586.97 ₹5,44,199.22 | 8,212.07 ₹5,20,439.94 | 8,390.59 ₹5,31,753.64 | 7,855.02 ₹4,97,811.89 Lowest |
| 1.00 | 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) | 10.05 | cum | 8,578.4 ₹86,212.92 | 8,203.88 ₹82,448.99 | 8,382.22 ₹84,241.31 | 7,847.19 ₹78,864.26 Lowest |
Tender Value
₹8.8 L
EMD Value
₹22,104
Closing Date
5 Nov 2025, 6:00 pmClosed
assistant engineer II
office of the Kannur corporation
1137/25-26 (SO-1014/24-25)-Construction of Irish drain and footpath concrete Behind Thayyil Legue House from ch 0/000 to 0/090 km and branch road from 0/000 to 0/040 km at Division 42
2025_LSGD_816857_1
3/AE/KMC/25-26
Open Tender
Civil Works - Roads
Item Rate
KANNUR CORPORATION
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,950
Yes
₹22,104
Yes
16 Apr 2026
31 Oct 2025
7 Nov 2025
31 Oct 2025
5 Nov 2025
31 Oct 2025
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