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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC | ₹3.8 L | 1 | Accepted-AOC EXECUTED AGREEMENT |
| 2 | 2₹3.8 L+₹2,381.43 (0.62%)Rejected-Finance EZHOME | ₹3.8 L+₹2,381.43 (0.62%) | 2 | Rejected-Finance SECOND LEST |
| 3 | 3₹3.8 L+₹2,454.01 (0.64%)Rejected-Finance | ₹3.8 L+₹2,454.01 (0.64%) | 3 | Rejected-Finance HIGHER |
| 4 | 4₹3.8 L+₹3,226.64 (0.85%)Rejected-Finance | ₹3.8 L+₹3,226.64 (0.85%) | 4 | Rejected-Finance HIGHER |
| 5 | 5₹4.3 L+₹44,946.85 (11.8%)Rejected-Finance | ₹4.3 L+₹44,946.85 (11.8%) | 5 | Rejected-Finance HIGHER |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L4 | BENNY M JOSEPH L1 | V V SREENI L3 | RANJITH MV L2 | P GOVINDAN L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 80.19 | cum | 13.68 ₹1,097 | 30 ₹2,405.7 | 13.61 ₹1,091.39 Lowest | 13.65 ₹1,094.59 | 16 ₹1,283.04 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 20.05 | cum | 2,884.18 ₹57,822.04 | 2,500 ₹50,120 Lowest | 2,878.36 ₹57,705.36 | 2,877.84 ₹57,694.94 | 3,200 ₹64,153.6 |
| 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) | 40.09 | cum | 8,121.02 ₹3,25,612.3 | 8,200 ₹3,28,779 | 8,104.8 ₹3,24,961.96 | 8,103.17 ₹3,24,896.6 Lowest | 8,999 ₹3,60,814.91 |
Tender Value
₹4.2 L
EMD Value
₹10,566
Closing Date
2 Jul 2026, 3:00 pmClosed
Aneesh. k
Assistant engineer, LSGD Engineering wing
roject No.132/25-26-Vannathan kavu - Culvert road concreting
2026_LSGD_845361_27
AE/LSGD/ETNDR-08/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,566
Yes
13 Sept 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 1 | cum | - | - |
| 1.002 | 4.1.A.2: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. (ii) For Grading II Material | 1 | 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) | 1 | cum | - | - |
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