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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹11.3 L+₹47,413.14 (4.38%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹11.6 L+₹79,033.64 (7.30%)Rejected-AOC | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | PUTHENPURA MARACKAR RAFEEQUE L2 | ABISHER P A L1 | ANSAR P M L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 496 | sqm | 14.87 ₹7,375.52 | 14.25 ₹7,068 Lowest | 15.29 ₹7,583.84 |
| 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 | 10.45 | cum | 1,703.86 ₹17,805.34 | 1,632.33 ₹17,057.85 Lowest | 1,751.55 ₹18,303.7 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 10.35 | cum | 3,100.89 ₹32,094.21 | 2,970.71 ₹30,746.85 Lowest | 3,187.68 ₹32,992.49 |
| 1.00 | OD208778/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete
as per direction of Engineer-in-charge | 967.5 | sqm | 1,077.94 ₹10,42,906.95 | 1,032.69 ₹9,99,127.58 Lowest | 1,108.12 ₹10,72,106.1 |
| 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) | 3.44 | cum | 8,534.47 ₹29,332.97 | 8,176.19 ₹28,101.57 Lowest | 8,772 ₹30,149.36 |
Tender Value
₹12.2 L
EMD Value
₹30,396
Closing Date
13 Oct 2025, 3:00 pmClosed
THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
Annual Plan-EDATHALA GP 2025-2026- Project No. 347/25-26 Kaalamblayithazham Road Renovation in Ward -15
2025_LSGD_805303_1
06/AE/LSGD/EDT/TENDER/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
EDATHALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,396
Yes
26 Feb 2026
6 Oct 2025
15 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
6 Oct 2025 - 13 Oct 2025
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