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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC ERATTAKULAM PAROLA ROAD RETARRING PROJ NO 42 WARD 18 | THIRUVANANTHAPURAM | KERALA | 695001 | ₹1.0 L | L1 | Accepted-AOC Lowest bidder |
| Sl No | Description | Qty | Unit | MADHUSUDHANAN L1 |
|---|---|---|---|---|
| 1.00Road | ||||
| 1.00 | OD312629/2025-2026:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with power roller | 38.7 | cum | 1,287.96 ₹49,844.05 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 19.35 | cum | 2,484.07 ₹48,066.75 Lowest |
| 1.00 | OD312649/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹1.0 L
EMD Value
₹2,523
Closing Date
30 Jan 2026, 5:00 pmClosed
Assistant engineer
The Assistant Engineer, LSGD Section, Champakulam Grama Panchayat
Champakkulam GP-208/25-26-Road maintenance from Ammaru thodu bridge to Hospital jetty.-Ward 6
2025_LSGD_816364_3
208/AE/CKM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chambakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,523
Yes
1 Jul 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
OD312629/2025-2026:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with power roller
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD312649/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc...
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1392921.pdf
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details.html
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Tendernotice_1.pdf
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viewsbd.pdf
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BOQ_1392921.xls
BOQ • 0.30 MB
pa.pdf
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ft.pdf
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aff.pdf
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epay.pdf
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int.pdf
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