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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL LATHIEF L2 | VIJAY V NAIR L3 | ASHRAF E K L1 |
|---|---|---|---|---|---|---|
| 1.00INTEROCK PAVING | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11.05 | cum | 1,775.3 ₹19,617.07 | 1,834.08 ₹20,266.58 | 1,652.5 ₹18,260.13 Lowest |
| 1.00 | OD383845/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, 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 (WITH POWER ROLLER) | 70.12 | cum | 1,361.3 ₹95,461.16 | 1,406.38 ₹98,622.4 | 1,267.2 ₹88,862.4 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. <br>(ii) Using Gravel mix soil. | 52.5 | cum | 2,404.5 ₹1,26,236.25 | 2,484.07 ₹1,30,413.68 | 2,238.14 ₹1,17,502.35 Lowest |
| 1.00 | OD383846/2025-2026: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 | 351 | sqm | 1,090.3 ₹3,82,695.3 | 1,126.38 ₹3,95,359.38 | 1,014.86 ₹3,56,215.86 Lowest |
| 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) | 1.82 | cum | 8,892.7 ₹16,184.71 | 9,186.73 ₹16,719.85 | 8,277.24 ₹15,064.58 Lowest |
Tender Value
₹6.6 L
EMD Value
₹16,535
Closing Date
12 Jan 2026, 1:00 pmClosed
The Assistant Engineer,
The Assistant Engineer, LSGD Section, Mannancherry Grama Panchayat
Annual Plan - Mannanchery GP-2025-26-Proj No-379/26- Widening and Construction of Aryad Block -AS Canal Road in ward no -23-Pr No 379/26-General Civil Work
2026_LSGD_825206_1
CELSGD/TR/142686/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannancherry Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,460
Yes
₹16,535
Yes
25 Feb 2026
3 Jan 2026
14 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
INTEROCK PAVING
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD383845/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, 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 (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. <br>(ii) Using Gravel mix soil.
OD383846/2025-2026: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
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)
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