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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance GOPURATNINKAL HOUSE ERUMATHATA PO KEEZHUMAD ALUVA | ERNAKULAM | KERALA | 680667 | ₹3.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.2 L+₹22,020.38 (7.35%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 L+₹22,020.38 (7.35%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Nazar L2 | LIJO POULOSE L1 |
|---|---|---|---|---|---|
| 1.00Tile paving | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 44,727.16 ₹1,162.91 | 41,666.23 ₹1,083.32 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 9.45 | cum | 419.34 ₹3,962.76 | 390.64 ₹3,691.55 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 | 18.34 | cum | 3,170.32 ₹58,143.67 | 2,953.36 ₹54,164.62 Lowest |
| 1.00 | OD512266/2025-2026:Providing and laying Inter locking concrete block pavements using 80mm M40 hydraulic block
of approved size ,design and shape laid in required pattern over and including a cpmpacted bed
of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of
Engineer-in-charge | 207 | 1 sqm | 1,128.56 ₹2,33,611.92 | 1,051.32 ₹2,17,623.24 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) | 2.85 | cum | 8,725.56 ₹24,867.85 | 8,128.42 ₹23,166 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,469
Closing Date
4 Aug 2026, 11:00 amClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Keezhmad Grama Panchayat
KEEZHMAD GP- PROJECT NO.238-2025-2026-COCHIN BANK ASOKAPURAM PERIYAR VALLEY CANAL PUTHIYA ROAD WARD16
2026_LSGD_862679_1
02/AE/LSGD/KZMD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Keezhmad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,469
Yes
7 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile paving | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD512266/2025-2026:Providing and laying Inter locking concrete block pavements using 80mm M40 hydraulic block
of approved size ,design and shape laid in required pattern over and including a cpmpacted bed
of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of
Engineer-in-charge | - | 1 sqm | - | - |
| 1.005 | 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 | - | - |
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