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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.6 L+₹5,195.27 (3.31%)Admitted-Fee/PreQual/Technical/Finance ANITHA NIVAS VELIYANAD P O | VELIYANAD | ALAPPUZHA | KERALA | 688190 | ₹1.6 L+₹5,195.27 (3.31%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Josephkutty L1 | AJEESH V A L2 |
|---|---|---|---|---|---|
| 1.00Road maintance | |||||
| 1.00 | OD51193/2026-2027: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) | 86.43 | cum | 1,179 ₹1,01,900.97 Lowest | 1,218.17 ₹1,05,286.43 |
| 1.00 | OD51192/2026-2027: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) | 24.48 | cum | 2,250 ₹55,080 Lowest | 2,323.93 ₹56,889.81 |
Tender Value
₹1.7 L
EMD Value
₹4,232
Closing Date
4 Aug 2026, 9:00 amClosed
Meera C K
Assistant Engineer
Annual Plan-Veliyanad GP 2026-27 Vadakkepparambu kelam moola chira 2 nd reach in ward No 2
2026_LSGD_862618_10
1/Tender/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Veliyanadu Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,232
Yes
13 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintance | |||||
| 1.001 | OD51193/2026-2027: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) | - | cum | - | - |
| 1.002 | OD51192/2026-2027: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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