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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | ₹10.2 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | kamarudheen km L1 |
|---|---|---|---|---|
| 1.00Tile laying | ||||
| 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. | 351.75 | sqm | 15.99 ₹5,624.48 Lowest |
| 1.00 | OD505071/2025-2026::Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | 381.85 | sqm | 62.34 ₹23,804.53 Lowest |
| 1.00 | OD503866/2025-2026:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 46.53 | cum | 351.55 ₹16,358.32 Lowest |
| 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 | 28.51 | cum | 3,334.54 ₹95,057.73 Lowest |
| 1.00 | OD503896/2025-2026: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. | 697.8 | sqm | 1,187.02 ₹8,28,302.56 Lowest |
| 1.01 | 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) | 4.34 | cum | 9,177.54 ₹39,848.88 Lowest |
| 1.01 | OD505244/2025-2026:Supplying and fixing in place granite name board of slab area less tha 0.9 sqm including
engraving and painting lettetrs etc complete as per direction of Engineer in charge at site OD
79/21-22 | 0.6 | sqm | 10,854.33 ₹6,512.6 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,413
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2026_LSGD_857054_2
ET10/MLA-ADS/EE/LSGD/26-27
Open Tender
Civil Works - Others
Item Rate
240 days
O/o The Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,413
Yes
29 Aug 2026
7 Jul 2026
18 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile laying | |||||
| 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 | OD505071/2025-2026::Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | - | sqm | - | - |
| 1.003 | OD503866/2025-2026:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 1 | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | OD503896/2025-2026: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. | 1 | sqm | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD505244/2025-2026:Supplying and fixing in place granite name board of slab area less tha 0.9 sqm including
engraving and painting lettetrs etc complete as per direction of Engineer in charge at site OD
79/21-22 | - | sqm | - | - |
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