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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC | ₹5.3 L | 1 | Accepted-AOC 1 |
| 2 | 2₹5.3 L+₹2,004 (0.38%)Rejected-AOC CHERUKARAYIL AMBALLOOR GRAMA PANCHAYATH AMBALLOOR | ERNAKULAM | KERALA | 680667 | ₹5.3 L+₹2,004 (0.38%) | 2 | Rejected-AOC 2 |
| 3 | 3₹5.3 L+₹3,239 (0.62%)Rejected-AOC | ₹5.3 L+₹3,239 (0.62%) | 3 | Rejected-AOC 3 |
| 4 | 4₹5.3 L+₹8,149 (1.55%)Rejected-AOC KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | ₹5.3 L+₹8,149 (1.55%) | 4 | Rejected-AOC 4 |
| 5 | 5₹5.3 L+₹8,767 (1.67%)Rejected-AOC CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹5.3 L+₹8,767 (1.67%) | 5 | Rejected-AOC 5 |
| Sl No | Description | Qty | Unit | sudheesh PS L3 | ARUN PAUL VAKKANAL L1 | SHAHUL HAMEED L4 | NOYAL RAJU L5 | AMAL CR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintamance | ||||||||
| 1.00 | OD88742/2026-2027:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1
cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete.
Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 66.8 | cum | 7,908.49 ₹5,28,279.22 | 7,860 ₹5,25,040.14 Lowest | 7,982 ₹5,33,189.62 | 7,991.25 ₹5,33,807.51 | 7,890 ₹5,27,044.11 |
Tender Value
₹6.1 L
EMD Value
₹15,357
Closing Date
14 Jul 2026, 4:00 pmClosed
ASSISTANT ENGINEER
LID AND WE AMBALLOOR G P
Maintanance of Erumapulil road ward 15
2026_LSGD_859084_1
E4-AMB/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AMBALLOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,355
₹15,357
30 Jul 2026
6 Jul 2026
16 Jul 2026
6 Jul 2026
14 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintamance | |||||
| 1.001 | OD88742/2026-2027:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1
cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete.
Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 0.6 | cum | - | - |
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