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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,628.75Accepted-AOC | L1 | Accepted-AOC First tender | |
| 2 | L2₹90,842.96+₹6,214.21 (7.34%)Rejected-AOC | L2 | Rejected-AOC Second tender |
| Sl No | Description | Qty | Unit | IBRAHIMKUTTY T.K. L1 | C P ABOOBACKER L2 |
|---|---|---|---|---|---|
| 1.00Tile paving | |||||
| 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. | 32.2 | sqm | 14.7 ₹473.34 Lowest | 16.49 ₹530.98 |
| 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 | 0.99 | cum | 404.9 ₹401.66 Lowest | 454.75 ₹451.11 |
| 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 | 5.63 | cum | 3,060.8 ₹17,247.61 Lowest | 3,438.02 ₹19,373.24 |
| 1.00 | OD475757/2025-2026: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 | 56.35 | 1 sqm | 1,130.6 ₹63,709.31 Lowest | 1,195.14 ₹67,346.14 |
| 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) | 0.33 | cum | 8,424.2 ₹2,796.83 Lowest | 9,462.33 ₹3,141.49 |
Tender Value
₹84,734
EMD Value
₹2,118
Closing Date
10 Mar 2026, 3:30 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Keezhmad Grama Panchayat
Keezhmad GP -394-2025-26-Keezhamad Grama Panchayat Crescent Road Renovation Second Reach Ward 2
2026_LSGD_843104_1
92/AE/LSGD/KZMD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Keezhmad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,118
Yes
25 Jul 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile paving | |||||
| 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 | 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 | - | 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 | OD475757/2025-2026: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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