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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Fee/PreQual/Technical/Finance ALAYULLA KANNAN KANDY CHANGAROTH | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.2 L+₹16,316.69 (2.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.4 L+₹33,456 (4.15%)Admitted-Fee/PreQual/Technical/Finance PADIKKAL THATHA CHERI VATHMUKK | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.5 L+₹39,423 (4.89%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Nithinsankar.C.P L4 | ABDULLA KELOTH L3 | SHAMIR T L2 | A K SADANANDAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TARING | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 51 | cum | 64 ₹3,264 | 60 ₹3,060 | 61.28 ₹3,125.28 | 54 ₹2,754 Lowest |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 51 | cum | 3,124 ₹1,59,324 | 3,500 ₹1,78,500 | 3,038.95 ₹1,54,986.45 Lowest | 3,300 ₹1,68,300 |
| 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) | 76.5 | cum | 8,926 ₹6,82,839 | 8,600 ₹6,57,900 | 8,682.47 ₹6,64,208.96 | 8,300 ₹6,34,950 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,137
Closing Date
3 Oct 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_864767_2
EE/LSGD/KKD/64/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,137
Yes
6 Oct 2026
25 Sept 2026
5 Oct 2026
25 Sept 2026
3 Oct 2026
25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD TARING | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 51 | cum | - | - |
| 1.002 | 4.1.A.1: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. (i) For Grading I Material | 51 | 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) | 76.5 | cum | - | - |
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