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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76,212.48Accepted-AOC | ₹76,212.48 | L1 | Accepted-AOC L1 |
| 2 | L2₹81,970.57+₹5,758.09 (7.56%)Rejected-AOC ANITHA NIVAS VELIYANAD P O | VELIYANAD | ALAPPUZHA | KERALA | 688190 | ₹81,970.57+₹5,758.09 (7.56%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AJEESH V A L2 | Antony P J L1 |
|---|---|---|---|---|---|
| 1.00Road maintance | |||||
| 1.00 | OD50864/2026-2027:Construction of Embankment with approved material obtained from borrow pits with lift up to 1.5m,tranporting to site,spreading,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with alead up to 1000m as per Techanical Specification Clause 301.5(WITH OUT POWER ROLLER) | 36.72 | cum | 1,230.88 ₹45,197.91 | 1,144.42 ₹42,023.1 Lowest |
| 1.00 | OD50863/2026-2027: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.(Without power roller) | 15.66 | cum | 2,348.19 ₹36,772.66 | 2,183.23 ₹34,189.38 Lowest |
Tender Value
₹84,681
EMD Value
₹2,117
Closing Date
20 Aug 2026, 3:00 pmClosed
Meera C K
Assistant Engineer
Annual Plan-Veliyanad GP 2026-27, Maintenance of road from SNDP to chandra vilasom in ward No.2
2026_LSGD_864913_1
2/Tender/26-27
Open Tender
Civil Works - Roads
Item Rate
210 days
Veliyanadu Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,117
Yes
11 Sept 2026
10 Aug 2026
22 Aug 2026
10 Aug 2026
20 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintance | |||||
| 1.001 | OD50864/2026-2027:Construction of Embankment with approved material obtained from borrow pits with lift up to 1.5m,tranporting to site,spreading,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with alead up to 1000m as per Techanical Specification Clause 301.5(WITH OUT POWER ROLLER) | 1 | cum | - | - |
| 1.002 | OD50863/2026-2027: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.(Without power roller) | - | cum | - | - |
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