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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.1 LAccepted-AOC | ₹70.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹72.4 L+₹2.3 L (3.26%)Rejected-AOC AYITHARA AYITHARA MAMBARAM KANNUR | KANNUR | KANNUR | KERALA | ₹72.4 L+₹2.3 L (3.26%) | L2 | Rejected-AOC L2 |
| 3 | L3₹73.5 L+₹3.4 L (4.81%)Rejected-AOC | ₹73.5 L+₹3.4 L (4.81%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Biju T L2 | SATHI V L3 | Rijo George L1 |
|---|---|---|---|---|---|---|
| 1.00Mundayod Kadavu Road Concreting | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,032.75 | cum | 63.72 ₹65,806.83 | 64.68 ₹66,798.27 | 62 ₹64,030.5 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | 344.25 | cum | 3,154.28 ₹10,85,860.89 | 3,201.83 ₹11,02,229.98 | 3,056 ₹10,52,028 Lowest |
| 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) | 516.38 | cum | 8,881.53 ₹45,86,200.05 | 9,015.42 ₹46,55,337.5 | 8,600 ₹44,40,825 Lowest |
| 2.00Mundayodu Colony Road Concreting | ||||||
| 2.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 270 | cum | 63.72 ₹17,204.4 | 64.68 ₹17,463.6 | 62 ₹16,740 Lowest |
| 2.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | 90 | cum | 3,154.28 ₹2,83,885.2 | 3,201.83 ₹2,88,164.7 | 3,056 ₹2,75,040 Lowest |
| 2.00 | 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) | 135 | cum | 8,881.51 ₹11,99,003.85 | 9,015.42 ₹12,17,081.7 | 8,600 ₹11,61,000 Lowest |
Tender Value
₹72.7 L
EMD Value
₹50,000
Closing Date
9 Mar 2026, 2:30 pmClosed
Assistant engineer LID and EW section Pattiam
o/o Assistant Engineer LID and EW section pattiam
GENERAL-SC-ST DEPT. AMBEDKAR SETTLEMENT PROGRAMME-WORKS AT KADAVIL MUNDAYOD ST COLONY-IN PATTIAM GP
2026_LSGD_842299_1
AE/LSGD PATTIAM/25-26/11
Open Tender
Civil Works - Roads
Item Rate
120 days
PATTIAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
17 Jun 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Mundayod Kadavu Road Concreting | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | - | cum | - | - |
| 1.003 | 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 | - | - |
| 2Mundayodu Colony Road Concreting | |||||
| 2.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 2.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | - | cum | - | - |
| 2.003 | 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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