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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC LOW AMOUNT QUOTED | |
| 2 | L2₹8.5 L+₹78,584.34 (10.2%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.6 L+₹85,018.74 (11.0%)Rejected-AOC KERALA KL | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAHMATHULLA K K L1 | JAISAL A L2 | KISHOR P E L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1 Kalarikandy vayanshala road | ||||||
| 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. | 1.96 | cum | 40 ₹78.4 Lowest | 50 ₹98 | 100 ₹196 |
| 1.00 | OD505278/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 19.64 | cum | 450 ₹8,838 Lowest | 850 ₹16,694 | 900 ₹17,676 |
| 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) | 27.55 | cum | 6,830 ₹1,88,180.16 Lowest | 7,400 ₹2,03,884.8 | 7,350 ₹2,02,507.2 |
| 2.00appendix -2 Nedumkandam ambalam road | ||||||
| 2.00 | OD504998/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 14.26 | cum | 450 ₹6,417 Lowest | 850 ₹12,121 | 900 ₹12,834 |
| 2.00 | 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) | 21.39 | cum | 6,830 ₹1,46,093.7 Lowest | 7,350 ₹1,57,216.5 | 7,350 ₹1,57,216.5 |
| 3.00appendix -3 Thandalamparambath edavzhi | ||||||
| 3.00 | OD505000/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 4.95 | cum | 450 ₹2,227.5 Lowest | 850 ₹4,207.5 | 900 ₹4,455 |
| 3.00 | 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) | 5.94 | cum | 6,830 ₹40,570.2 Lowest | 7,500 ₹44,550 | 7,350 ₹43,659 |
Tender Value
₹10.2 L
EMD Value
₹25,388
Closing Date
7 Mar 2026, 4:00 pmClosed
AE
O/o AE, KUNNAMANGALAM GP 673571
ROAD WORK
2026_LSGD_841916_3
AE/LIDEW/KGM/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
KUNNAMANGALAM
8 documents required · 8 mandatory
₹2,760
Yes
₹25,388
Yes
1 Apr 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1 Kalarikandy vayanshala road | |||||
| 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. | 1.96 | cum | - | - |
| 1.002 | OD505278/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 19.64 | cum | - | - |
| 1.003 | 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) | 27.55 | cum | - | - |
| 2appendix -2 Nedumkandam ambalam road | |||||
| 2.001 | OD504998/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 14.26 | cum | - | - |
| 2.002 | 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) | 21.39 | cum | - | - |
| 3appendix -3 Thandalamparambath edavzhi | |||||
| 3.001 | OD505000/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 4.95 | cum | - | - |
| 3.002 | 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) | 5.94 | cum | - | - |
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