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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 L+₹2,379.03 (0.59%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.1 L+₹8,164.54 (2.02%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.1 L+₹9,561.74 (2.36%)Admitted-Fee/PreQual/Technical/Finance EZHOME | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.3 L+₹22,165.73 (5.47%)Admitted-Fee/PreQual/Technical/Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SADULI.K.M L1 | THAMPAN.PV L5 | BENNY M JOSEPH L2 | RANJITH MV L4 | V V SREENI L3 | MOHANAN P L6 | NITHIN T L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||||
| 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 | 57 | cum | 518.32 ₹29,544.24 | 546.67 ₹31,160.19 | 500 ₹28,500 Lowest | 530.55 ₹30,241.35 | 528.76 ₹30,139.32 | 585 ₹33,345 | 559.09 ₹31,868.13 |
| 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. | 28.5 | cum | 1,946.31 ₹55,469.84 | 2,052.79 ₹58,504.52 | 1,900 ₹54,150 Lowest | 1,992.24 ₹56,778.84 | 1,971.11 ₹56,176.64 | 2,008 ₹57,228 | 2,099.41 ₹59,833.19 |
| 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) | 42.75 | cum | 7,489.05 ₹3,20,156.89 Lowest | 7,898.76 ₹3,37,671.99 | 7,600 ₹3,24,900 | 7,665.79 ₹3,27,712.52 | 7,649.58 ₹3,27,019.55 | 8,000 ₹3,42,000 | 8,078.17 ₹3,45,341.77 |
Tender Value
₹4.8 L
EMD Value
₹12,073
Closing Date
12 Oct 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Proj no -177/27 Granma road Concreting
2026_LSGD_874259_27
AE/LSGD/ETNDR-03/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,065
Yes
₹12,073
Yes
15 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 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 | 57 | cum | - | - |
| 1.002 | 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. | 28.5 | cum | - | - |
| 1.003 | 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) | 42.75 | cum | - | - |
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