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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC Accepted |
| Sl No | Description | Qty | Unit | BABU L1 |
|---|---|---|---|---|
| 1.00Side protection for DR Masonry work | ||||
| 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. | 97.09 | cum | 66.84 ₹6,489.5 Lowest |
| 1.00 | OD484616/2025-2026: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 . | 166.44 | cum | 4,160.22 ₹6,92,427.02 Lowest |
| 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) | 7.3 | cum | 9,554.21 ₹69,745.73 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.73 | tonne | 1,00,926.12 ₹73,676.07 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 87.6 | cum | 55.73 ₹4,881.95 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
1 Jun 2026, 4:00 pmClosed
Assistant Enginner LID and EW , Kattakampal G P
Assistant Enginner LID and EW , Kattakampal G P
Aalikkal Vilakkathala Link Road Construction Ward 11-S0 312/26
2026_LSGD_843704_2
Alikkal Vilakathala Link Road Construction
Open Tender
Civil Works - Roads
Item Rate
330 days
Kattakampal Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
Yes
15 Oct 2026
23 May 2026
3 Jun 2026
23 May 2026
1 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection for DR Masonry work | |||||
| 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. | - | cum | - | - |
| 1.002 | OD484616/2025-2026: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 . | 1 | 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) | 1 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.005 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1 | cum | - | - |
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