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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹76,874Accepted-AOC | ₹76,874 Quoted ₹76,874.31 | 1 | Accepted-AOC Agt excecuted |
| 2 | 2₹75,313.54Rejected-AOC | ₹75,313.54 | 2 | Rejected-AOC rejected |
| 3 | 3₹76,877.12Rejected-Finance NULL | ₹76,877.12 | 3 | Rejected-Finance No least |
| 4 | 4₹86,761Rejected-Finance | ₹86,761 | 4 | Rejected-Finance No least |
| Sl No | Description | Qty | Unit | TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L2 | P.V. KUMARAN L1 | SHIJI.TK L4 | MUHAMMED SHAJAHAN K S L3 |
|---|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRETE | |||||||
| 1.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 11.34 | cum | 84.3 ₹955.96 | 82.59 ₹936.57 | 150 ₹1,701 | 84 ₹952.56 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.51 | cum | 8,925.27 ₹75,918.35 | 8,744.06 ₹74,376.97 | 10,000 ₹85,060 | 8,926 ₹75,924.56 |
Tender Value
₹76,882
EMD Value
₹1,922
Closing Date
30 Jan 2026, 2:00 pmClosed
Assistant engineer
LID and EW THALIPARAMBA MUNICIPALITY
PRO 540 PUZHAKULANGARA MADEENA JUMAMASJID FOOTPATH CONCRETE RETENDER
2026_LSGD_829028_46
E1/TPBA/8/25-26
Open Tender
Civil Works - Others
THALIPARAMBA MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹1,922
Yes
23 Mar 2026
20 Jan 2026
31 Jan 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
FOOTPATH CONCRETE
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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