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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRATHIEW BABU K V L1 |
|---|---|---|---|---|
| 1.00Road formation Work | ||||
| 1.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 27 | cum | 84.22 ₹2,273.94 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 112.28 | cum | 617.16 ₹69,291.64 Lowest |
| 1.00 | OD504022/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 4.99 | cum | 6,590.02 ₹32,897.38 Lowest |
Tender Value
₹1.0 L
EMD Value
₹2,614
Closing Date
22 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of Asst Engineer
KPGP-357/ 25-26 (SO-229/26-27)- Vannathipoyil Kallakkamthode road formation works (retender)
2026_LSGD_841742_17
AELIDEWKDNPLY 06/26
Open Tender
Civil Works - Roads
Item Rate
Kadannappally
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,614
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road formation Work | |||||
| 1.001 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 27 | cum | - | - |
| 1.002 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 112.28 | cum | - | - |
| 1.003 | OD504022/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 4.99 | cum | - | - |
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Tendernotice_1.pdf
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357sbd.pdf
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