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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.1 L+₹11,596.88 (3.87%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | ₹3.1 L+₹11,596.88 (3.87%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹38,976.36 (13.0%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹38,976.36 (13.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.4 L+₹39,341.69 (13.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹39,341.69 (13.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | YELDHO K M L1 | SATHEESH KUMAR K K L4 | Aemond Ventures Pvt Ltd L2 | STAR BRICKS AND TILES L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 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 | 24.75 | cum | 3,000 ₹74,256 Lowest | 3,337.88 ₹82,619.21 | 3,000 ₹74,256 Lowest | 3,337.88 ₹82,619.21 |
| 1.00 | OD11174/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer?in-charge. | 190.4 | sqm | 1,046 ₹1,99,158.4 Lowest | 1,190 ₹2,26,576 | 1,100 ₹2,09,440 | 1,188.15 ₹2,26,223.76 |
| 1.00 | OD11173/2026-2027: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) | 3.21 | cum | 8,090 ₹25,952.72 Lowest | 9,200 ₹29,513.6 | 8,500 ₹27,268 | 9,195.92 ₹29,500.51 |
Tender Value
₹3.4 L
EMD Value
₹8,459
Closing Date
20 Jul 2026, 5:00 pmClosed
SHEHANA C A
ASSISTANT ENGINEER OKKAL GRAMA PANCHAYAT
0 1 / 2 0 2 6 - 27MAINTENANCE OF MANIKYATHAN ROAD PART 2 IN WARD1 Of Okkal GP
2026_LSGD_860218_1
06/AE/LSGD/OKL/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
OKKAL
0 1 / 2 0 2 6 - 27MAINTENANCE OF MANIKYATHAN ROAD PART 2 IN WARD1 Of Okkal GP
7 documents required · 7 mandatory
₹750
₹8,459
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 | 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 | - | - |
| 1.002 | OD11174/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | - | sqm | - | - |
| 1.003 | OD11173/2026-2027: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) | - | cum | - | - |
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