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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.7 L+₹40,569.73 (12.3%)Admitted-Fee/PreQual/Technical/Finance ADUKKATTU HOUSE THIMIRI PO | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.7 L+₹40,595.19 (12.3%)Admitted-Fee/PreQual/Technical/Finance RAYAROM PO 670571 | RAYAROM | KANNUR | KERALA | 670571 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.8 L+₹43,936.37 (13.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.8 L+₹53,704.08 (16.2%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N C SEBASTIAN L4 | N C KURIAKOSE L1 | A K REJEESH L2 | ABHILASH.M.K. L5 | RAJU T S L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road 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. | 82.8 | cum | 56.8 ₹4,703.04 | 50.14 ₹4,151.59 Lowest | 54.56 ₹4,517.57 | 58.27 ₹4,824.76 | 56.29 ₹4,660.81 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 20.7 | cum | 2,057.43 ₹42,588.8 | 1,816.4 ₹37,599.48 Lowest | 2,040.95 ₹42,247.67 | 2,111.02 ₹43,698.11 | 2,039.1 ₹42,209.37 |
| 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) | 41.4 | cum | 7,916.61 ₹3,27,747.65 | 6,989.18 ₹2,89,352.05 Lowest | 7,848.01 ₹3,24,907.61 | 8,122.81 ₹3,36,284.33 | 7,846.09 ₹3,24,828.13 |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
25 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
ALAKODE GRAMAPANCHAYATH
Annual Plan-ALAKODE GP-PROJ NO 20-2026-27 CHEKKICHERI CHITTADI ROAD CONCRETE
2026_LSGD_870293_8
2-E-TEN/ALKD/2026-2027
Open Tender
Civil Works - Roads
Item Rate
270 days
ALAKODE
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,572
Yes
28 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road 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. | 82.8 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 20.7 | 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) | 41.4 | cum | - | - |
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