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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹8,975.06 (2.65%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹8,975.06 (2.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | OMASSERY LABOUR CONTRACT SOCIETY L1 | KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00New Road Concreting | |||||
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 22 | cum | 2,400 ₹52,800 Lowest | 2,600 ₹57,200 |
| 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) | 31.8 | cum | 8,772 ₹2,78,949.6 Lowest | 8,850 ₹2,81,430 |
| 1.00 | OD38342/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 2,803 ₹2,803 Lowest | 4,600 ₹4,600 |
| 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. | 66 | cum | 60.49 ₹3,992.34 Lowest | 65 ₹4,290 |
Tender Value
₹3.4 L
EMD Value
₹8,464
Closing Date
29 Jul 2026, 5:00 pmClosed
BLOCK DEVELOPMENT OFFICER KODUVALLY
MINI CIVIL STATION,KODUVALLY BLOCK
MP-LADS-25-26 Hon MP Shri. MK Ragavan - Construction of Chakkikavu Vellachal Pandikkadavu road in Ward 21 of Omassery GP-In Koduvally BP-General Civil Work
2026_CRD_861880_2
1796357_2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,464
Yes
31 Jul 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1New Road Concreting | |||||
| 1.001 | 4.11.1: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> (i) Using naturally occuring gravel | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD38342/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | - | each | - | - |
| 1.004 | 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. | - | cum | - | - |
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