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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC LOW AMOUNT QUOTED |
| 2 | L2₹8.5 LRejected-AOC | ₹8.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹8.6 LRejected-AOC KERALA KL | ₹8.6 L | 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 ₹78.40 | 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 | 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 ₹1.9 L | 7,400 ₹2.0 L | 7,350 ₹2.0 L |
| 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 | 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 ₹1.5 L | 7,350 ₹1.6 L | 7,350 ₹1.6 L |
| 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 ₹2,227.50 | 850 ₹4,207.50 | 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 ₹40,570.20 | 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
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
Appendix 1 Kalarikandy vayanshala road
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.
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.
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)
appendix -2 Nedumkandam ambalam road
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.
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)
appendix -3 Thandalamparambath edavzhi
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.
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)
appendix -4 Thandora makuzhiyil edavazhi
OD505003/2025-2026: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.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD505170/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including 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 (modified 60.7.1)
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