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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.7 L+₹4,022.86 (1.09%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | ₹3.7 L+₹4,022.86 (1.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.0 L+₹28,046.81 (7.58%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹28,046.81 (7.58%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.2 L+₹50,617.20 (13.7%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹50,617.20 (13.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.4 L+₹69,369.60 (18.8%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹69,369.60 (18.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | T.V POULOSE L1 | SANILKUMAR.A.G L2 | sandeep tn L3 | A.M.SHANAVAS L4 | MOHAMED SAGEER P A L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance 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. | 281.4 | sqm | 16 ₹4,502.4 | 14.14 ₹3,979 | 16.01 ₹4,505.21 | 9 ₹2,532.6 Lowest | 10 ₹2,814 |
| 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 | 28.14 | cum | 3,000 ₹84,420 | 2,947.35 ₹82,938.43 | 3,000 ₹84,420 | 2,600 ₹73,164 Lowest | 2,600 ₹73,164 Lowest |
| 1.00 | OD93847/2026-2027: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. | 256.2 | sqm | 1,000 ₹2,56,200 Lowest | 1,024.57 ₹2,62,494.83 | 1,100 ₹2,81,820 | 1,235 ₹3,16,407 | 1,300 ₹3,33,060 |
| 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) | 3.03 | cum | 8,200 ₹24,846 | 8,111.88 ₹24,579 Lowest | 9,000 ₹27,270 | 9,400 ₹28,482 | 10,000 ₹30,300 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
13 Aug 2026, 3:00 pmClosed
Office of Assistant engineer,Chengamanad GP
Office of Assistant engineer,Chengamanad GP
CHMD Project No - 108/2026-27 Pallath Line Road Maintenance Ward 6-In Chengamanad Grama Panchayath
2026_LSGD_863976_1
01/AE/Tender/2026-27
Open Tender
Civil Works - Others
Item Rate
Office of Assistant engineer, Chengamanad GP
CHMD Project No - 108/2026-27 Pallath Line Road Maintenance Ward 6-In Chengamanad Grama Panchayath
7 documents required · 7 mandatory
₹935
₹10,589
17 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance 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. | 1 | 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 | - | cum | - | - |
| 1.003 | OD93847/2026-2027: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. | 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) | 1 | cum | - | - |
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