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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC LOWEST BID |
| 2 | L2₹3.6 L+₹11,745.08 (3.34%)Rejected-AOC | ₹3.6 L+₹11,745.08 (3.34%) | L2 | Rejected-AOC HIGHER BID |
| 3 | Rejected-Technical BALUSSERY GRAMA PANCHAYATH | - | - | Rejected-Technical highest bid |
| Sl No | Description | Qty | Unit | HAREENDRAN K L2 | SUMESH L3 | Nirjas L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 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. | 276 | sqm | 12.62 ₹3,483.12 Lowest | 13 ₹3,588 | 15 ₹4,140 |
| 1.00 | OD120236/2026-2027:Rolling scarified material with static roller as required at site and directed by the engineer in charge. | 9.68 | cum | 188.82 ₹1,826.83 | 180 ₹1,741.5 Lowest | 250 ₹2,418.75 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 17.25 | cum | 2,643.18 ₹45,594.86 | 2,700 ₹46,575 | 2,000 ₹34,500 Lowest |
| 1.00 | 75.8.1: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) | 41.4 | cum | 7,545.87 ₹3,12,399.02 | 7,730 ₹3,20,022 | 7,500 ₹3,10,500 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,573
Closing Date
28 Jul 2026, 4:00 pmClosed
AELSGDPBP
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LSGDPBP
NANDI KODIKKAL BEACH ROAD -PROJECT NO 63
2026_LSGD_861762_1
AE/PBP/06/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
QUILANDY
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,573
Yes
6 Aug 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD120236/2026-2027:Rolling scarified material with static roller as required at site and directed by the engineer in charge. | - | cum | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.004 | 75.8.1: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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