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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | L1 | Accepted-AOC l3 | |
| 2 | Rejected-Technical ERANAKULAM PERUMBAVOOR PO KERALA KL | ERNAKULAM | KERALA | 683542 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | M C KURIAKOSE L1 | Paul Varghese L2 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 1.00 | OD237780/2025-2026:* SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4. | 330 | sqm | 17 ₹5,610 | 7.8 ₹2,574 Lowest |
| 1.00 | OD237781/2025-2026:Construction of Sub grade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000m as per Technical specification Clause 303.1(3.14 Modified with increased compensation and additional conveyance(CHERTHALA THALUK DSOR 2021) | 93.9 | cum | 1,150 ₹1,07,985 Lowest | 1,311.65 ₹1,23,163.94 |
| 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. | 66 | cum | 2,200 ₹1,45,200 Lowest | 2,484.07 ₹1,63,948.62 |
| 1.00 | OD237782/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504(
BASED ON 6.7.1) | 616 | 1 sqm | 1,100 ₹6,77,600 Lowest | 1,126.38 ₹6,93,850.08 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.52 | cum | 8,800 ₹39,776 Lowest | 9,186.73 ₹41,524.02 |
Tender Value
₹10.3 L
EMD Value
₹25,627
Closing Date
9 Oct 2025, 11:00 amClosed
Assistant Engineer
LSGD Section Ezhupunna GP
266/26 Ezhupunna G P Renovation of Pillerkadu Valiyakari Road in Ward 15-Road renovation
2025_LSGD_794343_2
266/AE/LIDEW/EZH/2025
Open Tender
Civil Works - Roads
Item Rate
Ezhupunna GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,627
Yes
3 Mar 2026
29 Sept 2025
10 Oct 2025
29 Sept 2025
9 Oct 2025
29 Sept 2025
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finance_1336509.pdf
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