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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.2 L+₹5,113.25 (2.33%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.4 L+₹20,766.23 (9.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.5 L+₹26,970.05 (12.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNEESH T K L2 | DINSHAD L1 | KUNHIMOIDEEN A P L3 | OMASSERY LABOUR CONTRACT SOCIETY L4 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | |||||||
| 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. | 46.92 | cum | 47.7 ₹2,238.08 | 46.64 ₹2,188.35 Lowest | 51.1 ₹2,397.61 | 52.38 ₹2,457.67 |
| 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. (ii) Using Gravel mix soil. | 18.77 | cum | 1,729.1 ₹32,451.75 | 1,689.64 ₹31,711.16 Lowest | 1,849.6 ₹34,713.29 | 1,897.42 ₹35,610.78 |
| 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) | 28.15 | cum | 6,652.1 ₹1,87,269.92 | 6,500.52 ₹1,83,002.64 Lowest | 7,116 ₹2,00,329.63 | 7,299.9 ₹2,05,506.78 |
| 1.00 | OD64661/2026-2027:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | 2,469.4 ₹2,469.4 | 2,413.75 ₹2,413.75 Lowest | 2,641.6 ₹2,641.6 | 2,710.72 ₹2,710.72 |
Tender Value
₹3.0 L
EMD Value
₹7,409
Closing Date
17 Sept 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
ANNUAL PLAN - PROJECT NUMBER -92/2026-27 KUNNUMMAL ROAD CONCRETE IN DIVISION 16 - MUKKAM MUNICIPALITY
2026_LSGD_868634_20
3/2026-27/AE/LIDEW/MKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,409
Yes
26 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 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. | 46.92 | 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. (ii) Using Gravel mix soil. | 18.77 | 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) | 28.15 | cum | - | - |
| 1.004 | OD64661/2026-2027:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | - | - |
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