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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹8,468.01 (1.85%)Rejected-AOC KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Midhun Mathew L1 | NIDHIN MATHEW L2 |
|---|---|---|---|---|---|
| 1.00Concreting | |||||
| 1.00 | 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 | 7.41 | cum | 476.82 ₹3,533.24 Lowest | 485.65 ₹3,598.67 |
| 1.00 | OD451660/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness
to lines and levels, cost and conveyance of all material labour charges etc. complete as per
approved drawing and relevant technical specifications. | 24.37 | cum | 4,493.04 ₹1,09,486.4 Lowest | 4,576.24 ₹1,11,513.82 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.47 | cum | 10,318.55 ₹4,901.31 Lowest | 10,509.63 ₹4,992.07 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,08,472.29 ₹2,603.33 Lowest | 1,10,481.04 ₹2,651.54 |
| 1.00 | OD475690/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a
lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as
per Technical Specification Clause 301.5 | 19.04 | cum | 725.1 ₹13,803 Lowest | 738.53 ₹14,058.66 |
| 1.01 | OD450239/2025-2026:Filling with Quarry Muck filling with low lying and waterlogged areas with local material ?quarry muck , spreading in layers leveling the top at site and consolidation by ramming etc.complete for improving the CBR value of subgrade | 58.27 | cum | 1,354.41 ₹78,928.24 Lowest | 1,379.49 ₹80,389.78 |
| 1.01 | 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) | 23.62 | cum | 10,328.85 ₹2,44,019.08 Lowest | 10,520.13 ₹2,48,538.07 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
24 Feb 2026, 6:00 pmClosed
Assistant engineer
office of the Assistant Executive engineer
Annual Plan-EBP 230/26-KUMARAKOM DIVISION PATHU PANK PANDRAND PANK FARM ROAD CONCRETING
2026_LSGD_837233_1
LSGD/CELSGD/130122/2025-2026
Open Tender
Civil Works - Others
Item Rate
300 days
Ettumanoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,585
Yes
30 Sept 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | 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 | 7.41 | cum | - | - |
| 1.002 | OD451660/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness
to lines and levels, cost and conveyance of all material labour charges etc. complete as per
approved drawing and relevant technical specifications. | 24.37 | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.48 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | - | - |
| 1.005 | OD475690/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a
lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as
per Technical Specification Clause 301.5 | 19.04 | cum | - | - |
| 1.006 | OD450239/2025-2026:Filling with Quarry Muck filling with low lying and waterlogged areas with local material ?quarry muck , spreading in layers leveling the top at site and consolidation by ramming etc.complete for improving the CBR value of subgrade | 58.28 | cum | - | - |
| 1.007 | 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) | 23.63 | cum | - | - |
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