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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹6,935.36 (1.66%)Rejected-AOC | ₹4.2 L+₹6,935.36 (1.66%) | L2 | Rejected-AOC L2 |
| 3 | L3₹4.2 L+₹7,017.24 (1.68%)Rejected-AOC | ₹4.2 L+₹7,017.24 (1.68%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SURESH T G L2 | RAGESH K M L3 | sandeep tn L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 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. | 273.75 | sqm | 16 ₹4,380 Lowest | 16.01 ₹4,382.74 | 16.01 ₹4,382.74 |
| 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 | 27.77 | cum | 3,337 ₹92,685.18 Lowest | 3,337.88 ₹92,709.62 | 3,337.88 ₹92,709.62 |
| 1.00 | OD18547/2026-2027: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 Engineerincharge using departmental materials | 248.75 | 1 sqm | 1,188 ₹2,95,515 | 1,188.21 ₹2,95,567.24 | 1,160 ₹2,88,550 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.75 | cum | 9,186 ₹25,289.06 Lowest | 9,186.73 ₹25,291.07 | 9,186.73 ₹25,291.07 |
| 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) | 0.6 | cum | 9,563 ₹5,737.8 Lowest | 9,563.75 ₹5,738.25 | 9,563.75 ₹5,738.25 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
16 Jun 2026, 10:00 amClosed
ASSISTANT ENGINEER
LSGD Section , Chittattukkara 683522
Interlock
2026_LSGD_854334_1
05/AE/CTTA/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
LSGD Section, Chittattukkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
22 Jul 2026
5 Jun 2026
17 Jun 2026
5 Jun 2026
16 Jun 2026
5 Jun 2026
5 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 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 | OD18547/2026-2027: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 Engineerincharge using departmental materials | - | 1 sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
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