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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC PALLITHARA VEEDU VALICODE OSM | KERALA | ₹6.8 L | L1 | Accepted-AOC Agreement |
| 2 | Rejected-Technical MANCHAVILAKAM PERUMKADAVIL MANCHAVILAKAM PERUMKADAVIL | WAYANAD | KERALA | 670644 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | H.CHANDRAN L1 | SIBIN B S L2 | PRASANTH L3 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 39.36 | cum | 53.64 ₹2,111.27 Lowest | 55.1 ₹2,168.74 | 67.13 ₹2,642.24 |
| 1.00 | OD77443/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 98.4 | cum | 4,343.56 ₹4,27,406.3 Lowest | 4,470 ₹4,39,848 | 5,436.24 ₹5,34,926.02 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 82,032.73 ₹15,176.06 Lowest | 84,200 ₹15,577 | 1,02,669.25 ₹18,993.81 |
| 1.00 | OD79302/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m (Derived from Mord 3.4 - For backfilling works) | 17.6 | cum | 547.61 ₹9,637.94 | 529 ₹9,310.4 Lowest | 685.37 ₹12,062.51 |
| 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) | 29.68 | cum | 7,503.31 ₹2,22,660.72 Lowest | 7,700 ₹2,28,497.5 | 9,390.88 ₹2,78,674.36 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
14 Jul 2026, 2:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW, Ottasekharamangalam GP
Maintenance of Plampazhinji- Irappinmukham- Ankottukonam Road
2026_LSGD_858376_5
02/AE/LID-EW/OSM/2026-27
Open Tender
Civil Works - Roads
Item Rate
Ottasekharamangalam Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,182
Yes
18 Aug 2026
4 Jul 2026
16 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | OD77443/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.004 | OD79302/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m (Derived from Mord 3.4 - For backfilling works) | - | 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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