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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd. 31/08/2026 of Vakathanam GP. Agreement executed on 11/09/2026 |
| 2 | L2₹2.8 L+₹8,298.73 (3.05%)Rejected-AOC | ₹2.8 L+₹8,298.73 (3.05%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Aji Joseph L1 | SIBICHAN JOHN L2 |
|---|---|---|---|---|---|
| 1.00side protection wall | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 14.23 | cum | 894.73 ₹12,736.48 Lowest | 922.05 ₹13,125.38 |
| 1.00 | OD482993/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 50.69 | cum | 3,952.2 ₹2,00,333.07 Lowest | 4,072.85 ₹2,06,448.69 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.2 | tonne | 95,415.44 ₹19,464.75 Lowest | 98,328.12 ₹20,058.94 |
| 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 | 24.64 | cum | 625.83 ₹15,419.2 Lowest | 644.93 ₹15,889.79 |
| 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) | 2.74 | cum | 8,727.39 ₹23,895.59 Lowest | 8,993.8 ₹24,625.02 |
Tender Value
₹2.9 L
EMD Value
₹7,154
Closing Date
17 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Vakathanam Grama Panchayat
Annual Plan-373/VKM/25-26 Protection wall for Ottapunnakkal - Kannamthuruthi Road Ward 6-Vakathanam GP-General Civil Work
2026_LSGD_863842_4
01/AE/LSGD/VKM/26-27/E-TENDER
Open Tender
Civil Works - Others
Item Rate
Vakathanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹635
Yes
₹7,154
Yes
18 Sept 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection wall | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 1.002 | OD482993/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
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