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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.0 L+₹14,518.85 (2.13%)Admitted-Fee/PreQual/Technical/Finance CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.1 L+₹28,936.80 (4.25%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | YELDHO K M L1 | GEORGE JOSEPH L2 | Aemond Ventures Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 207.9 | sqm | 15 ₹3,118.5 | 14.45 ₹3,003.95 Lowest | 15 ₹3,118.5 |
| 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 | 12.51 | cum | 3,000 ₹37,530 Lowest | 3,012.44 ₹37,685.58 | 3,000 ₹37,530 Lowest |
| 1.00 | OD19787/2026-2027:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 Hydrolic blocks ofv approved size, design & shape, laid in required pattern over and including a compacted bed of 60mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in- charge. | 549.45 | sqm | 1,046 ₹5,74,724.7 Lowest | 1,072.36 ₹5,89,207.93 | 1,090 ₹5,98,900.5 |
| 1.00 | OD18705/2026-2027:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 7.93 | cum | 8,300 ₹65,860.5 | 8,299.32 ₹65,855.09 Lowest | 8,900 ₹70,621.5 |
Tender Value
₹7.7 L
EMD Value
₹19,273
Closing Date
20 Jul 2026, 5:00 pmClosed
SHEHANA C A
ASSISTANT ENGINEER OKKAL GRAMA PANCHAYAT OKKAL
09/26-27 Maintenance of Kavumpady Koothuparambu road in Ward 4, 5 Of Okkal GP
2026_LSGD_860282_1
08/AE/LSGD/OKL/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
OKKAL
09/26-27 Maintenance of Kavumpady Koothuparambu road in Ward 4, 5 Of Okkal GP
7 documents required · 7 mandatory
₹1,700
₹19,273
23 Jul 2026
13 Jul 2026
23 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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. | - | sqm | - | - |
| 1.002 | 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 | OD19787/2026-2027:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 Hydrolic blocks ofv approved size, design & shape, laid in required pattern over and including a compacted bed of 60mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in- charge. | - | sqm | - | - |
| 1.004 | OD18705/2026-2027:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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