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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43,074.77Accepted-AOC ANJILIMOOTTIL ASOKAPURAM AE LSGD EDATHALA EDATHALA GRAMA PANCHAYATH EDATHALA PO | ₹43,074.77 | L1 | Accepted-AOC Accepted |
| 2 | L2₹44,797.77+₹1,723 (4.00%)Rejected-AOC | ₹44,797.77+₹1,723 (4.00%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | ABDUL RASHEED A I L1 | Nazar L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD423019/2025-2026:Engaging man coolies | 5 | Day | 1,127.36 ₹5,636.8 Lowest | 1,172.45 ₹5,862.25 |
| 1.00 | OD423026/2025-2026:Removing earth including carriage,loading and unloading up to a lead of 5km | 5.4 | cum | 350 ₹1,890 Lowest | 364 ₹1,965.6 |
| 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 | 2.7 | cum | 3,337.88 ₹9,012.28 Lowest | 3,471.4 ₹9,372.78 |
| 1.00 | OD423024/2025-2026: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 | 10.2 | sqm | 1,188.21 ₹12,119.74 Lowest | 1,235.74 ₹12,604.55 |
| 1.00 | OD423025/2025-2026:Relaying of interlocking concrete block pavements having thickness 60/80 mm as per drawing and technical specifiction clause 1504 | 34.2 | sqm | 295 ₹10,089 Lowest | 306.8 ₹10,492.56 |
| 1.01 | 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) | 0.47 | cum | 9,186.73 ₹4,326.95 Lowest | 9,554.2 ₹4,500.03 |
Tender Value
₹42,225
EMD Value
₹1,056
Closing Date
24 Feb 2026, 3:00 pmClosed
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
Annual Plan EDATHALA GP 2025-2026- Project No 445/25-26 Varnam Byelane Road Naveekaranam in Ward-19
2026_LSGD_836788_1
11/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
₹335
Yes
₹1,056
Yes
5 Sept 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
17 Feb 2026 - 24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | OD423019/2025-2026:Engaging man coolies | 5 | Day | - | - |
| 1.002 | OD423026/2025-2026:Removing earth including carriage,loading and unloading up to a lead of 5km | 5.4 | cum | - | - |
| 1.003 | 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 | 2.7 | cum | - | - |
| 1.004 | OD423024/2025-2026: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 | 10.2 | sqm | - | - |
| 1.005 | OD423025/2025-2026:Relaying of interlocking concrete block pavements having thickness 60/80 mm as per drawing and technical specifiction clause 1504 | 34.2 | sqm | - | - |
| 1.006 | 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) | 0.47 | cum | - | - |
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