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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92,755.54Accepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.11 dtd.26/09/2026 of Edathiruthy GP | |
| 2 | L2₹97,404.09+₹4,648.55 (5.01%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Ranjith T L2 | EDACHALIL CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Chappath | |||||
| 1.00 | OD173152/2026-2027:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified
material with in all lifts and lead upto 1km (by mechanical means) | 63 | sqm | 6.78 ₹427.14 | 6.46 ₹406.98 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 | 15.75 | cum | 391.3 ₹6,162.98 | 372.62 ₹5,868.77 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. <br>(ii) Using Gravel mix soil. | 6.3 | cum | 2,201.63 ₹13,870.27 | 2,096.55 ₹13,208.27 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 9.45 | cum | 8,142.19 ₹76,943.7 | 7,753.6 ₹73,271.52 Lowest |
Tender Value
₹1.1 L
EMD Value
₹2,748
Closing Date
17 Sept 2026, 4:00 pmClosed
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Annual Plan-Edathiruthy GP 2026-2027 Construction of Concrete Chappath in Sardar First Reach Road in Ward 17-303/27-General Civil Work
2026_LSGD_868730_1
TN03/AE/LIDEW/EDTY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Edathiruthy GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹2,748
Yes
8 Oct 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chappath | |||||
| 1.001 | OD173152/2026-2027:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified
material with in all lifts and lead upto 1km (by mechanical means) | 63 | sqm | - | - |
| 1.002 | 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 | 15.75 | 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. <br>(ii) Using Gravel mix soil. | 6.3 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 9.45 | cum | - | - |
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