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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.5 L+₹39,189.05 (12.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.5 L+₹46,598.84 (15.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.6 L+₹49,731.95 (16.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.9 L+₹84,902.46 (27.7%)Admitted-Fee/PreQual/Technical/Finance P P BEERAN VELLIYOLI THEKKEPAKKAL HOUSE MELMURI P O | MELMURI | MALAPPURAM | KERALA | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N. ABDUL RASHEED L3 | Mohammed Rahees L4 | SHARAFUDHEEN PULLIYIL L1 | N V KUNHIMOHAMMED L2 | beeranpp L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||||
| 1.00 | OD512164/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement:2 fine aggregate :4 course aggragate )laid to required slope and camber in panels as required including compaction finishing and tamping etc complete Max size of course aggregate not exceeding 25 mm mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 40.05 | cum | 7,048.7 ₹2,82,300.44 | 7,111.21 ₹2,84,803.96 | 6,118.73 ₹2,45,055.14 Lowest | 6,900.88 ₹2,76,380.24 | 7,813.12 ₹3,12,915.6 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 267 | sqm | 12.27 ₹3,276.09 | 12.38 ₹3,305.46 | 10.65 ₹2,843.55 Lowest | 12 ₹3,204 | 13.6 ₹3,630.53 |
| 1.00 | OD233565/2025-2026: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 | 26.7 | cum | 2,532.6 ₹67,620.42 | 2,555.08 ₹68,220.64 | 2,198.48 ₹58,699.42 Lowest | 2,479.51 ₹66,202.92 | 2,807.28 ₹74,954.44 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
25 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
MUNICIPAL OFFICE MALAPPURAM
Annual Plan-Malappuram Municipality Annual Plan 2025-26 -Cholakkapra Padinjaremukk road in ward no 01 Project No 1025-General Civil Work
2026_LSGD_856036_1
AE/LID-EW/MLPM/01/2026-27
Open Tender
Civil Works - Roads
Item Rate
MALAPPURAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,581
Yes
4 Jul 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
25 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | OD512164/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement:2 fine aggregate :4 course aggragate )laid to required slope and camber in panels as required including compaction finishing and tamping etc complete Max size of course aggregate not exceeding 25 mm mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.003 | OD233565/2025-2026: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 | - | - |
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