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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | ₹14.7 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹15.9 L+₹1.3 L (8.79%)Rejected-AOC | ₹15.9 L+₹1.3 L (8.79%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical CP HOUSE ALATHODI PERUVALATHUPARAMBA IRIKKUR | IRIKKUR | KANNUR | KERALA | - | - | Rejected-Technical GST inactive |
| Sl No | Description | Qty | Unit | SAJI C L3 | JALEEL. C.P. L2 | MOIDUTTY KP L1 |
|---|---|---|---|---|---|---|
| 1.00road concrete (cresent road) | ||||||
| 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. | 152.1 | cum | 60.26 ₹9,165.55 | 57.76 ₹8,785.3 | 55.39 ₹8,424.82 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 | 15.84 | cum | 581.33 ₹9,208.27 | 557.24 ₹8,826.68 | 534.37 ₹8,464.42 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 42.98 | cum | 2,182.93 ₹93,811.42 | 2,092.46 ₹89,923.47 | 2,006.62 ₹86,234.49 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) | 81 | cum | 8,399.52 ₹6,80,361.12 | 8,051.4 ₹6,52,163.4 | 7,721.12 ₹6,25,410.72 Lowest |
| 1.00 | OD324972/2025-2026:Providing Granite stone name board with Laterate masonry | 1 | each | 4,010.3 ₹4,010.3 | 3,844.76 ₹3,844.76 | 3,717.96 ₹3,717.96 Lowest |
| 2.00road concrete(Ahemed kurukkal) | ||||||
| 2.00 | 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. | 93.6 | cum | 60.26 ₹5,640.34 | 57.76 ₹5,406.34 | 55.39 ₹5,184.5 Lowest |
| 2.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 23.4 | cum | 2,182.95 ₹51,081.03 | 2,092.46 ₹48,963.56 | 2,006.62 ₹46,954.91 Lowest |
| 2.00 | 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) | 87.75 | cum | 8,399.51 ₹7,37,057 | 8,051.4 ₹7,06,510.35 | 7,721.52 ₹6,77,563.38 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,360
Closing Date
9 Jun 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur District Panchayat
LAC-ADS-LAC ADS IRIKKUR LAC Sri Sajeevjoseph MLA-a)CRESENT ROAD CONCRETE b)AHAMED KURIKKAL ROAD CONCRETE IN IRIKKUR GPGeneral Civil Work
2026_LSGD_853277_16
DB/TN/1(1-A)/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,360
Yes
3 Aug 2026
29 May 2026
11 Jun 2026
29 May 2026
9 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete (cresent road) | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD324972/2025-2026:Providing Granite stone name board with Laterate masonry | - | each | - | - |
| 2road concrete(Ahemed kurukkal) | |||||
| 2.001 | 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. | 1 | cum | - | - |
| 2.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 2.003 | 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) | - | cum | - | - |
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