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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹2.6 L+₹10,635.25 (4.28%)Rejected-AOC | ₹2.6 L+₹10,635.25 (4.28%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹2.6 L+₹13,176.88 (5.30%)Rejected-Finance | ₹2.6 L+₹13,176.88 (5.30%) | L3 | Rejected-Finance REJECTED |
| 4 | L4₹2.7 L+₹22,046.94 (8.86%)Rejected-Finance | ₹2.7 L+₹22,046.94 (8.86%) | L4 | Rejected-Finance REJECTED |
| 5 | L5₹2.8 L+₹27,903.75 (11.2%)Rejected-Finance | ₹2.8 L+₹27,903.75 (11.2%) | L5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | MOOSA K L2 | Mohammed Rahees L7 | MUHAMMED N L4 | ABDUL AZEEZ.P L6 | SALMANUL FARIS K L3 | SHIJU M L1 | NISAR C L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road construction | ||||||||||
| 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. | 213.6 | sqm | 11.26 ₹2,405.14 | 13.58 ₹2,900.69 | 11.76 ₹2,511.94 | 12.22 ₹2,610.19 | 26.49 ₹5,658.26 | 10.94 ₹2,336.78 Lowest | 12.01 ₹2,565.34 |
| 1.00 | OD520660/2025-2026:[OD From MORD 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 | 21.36 | cum | 2,324.73 ₹49,656.23 | 2,804.25 ₹59,898.78 | 2,427.01 ₹51,840.93 | 2,522 ₹53,869.92 | 2,415.47 ₹51,594.44 | 2,229.13 ₹47,614.22 Lowest | 2,479.51 ₹52,962.33 |
| 1.00 | OD520642/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 32.04 | cum | 6,470.11 ₹2,07,302.32 | 7,804.68 ₹2,50,061.95 | 6,754.76 ₹2,16,422.51 | 7,019.14 ₹2,24,893.25 | 6,387.41 ₹2,04,652.62 | 6,204.04 ₹1,98,777.44 Lowest | 6,900.89 ₹2,21,104.52 |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
29 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of the AE Parappanangadi Municipality
Annual Plan Project No 720 2025 26 Konippadam Road renovation of Division 19 in Parappanangadi Municipality General Civil Work
2026_LSGD_861552_8
AE/TEN/8/2025-26/LSGD/PGDI
Open Tender
Civil Works - Roads
Item Rate
365 days
Office of the AE Parappanangadi Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,465
Yes
1 Sept 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | OD520660/2025-2026:[OD From MORD 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 | 1 | cum | - | - |
| 1.003 | OD520642/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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