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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43,981.95Accepted-AOC | ₹43,981.95 | L1 | Accepted-AOC agmt exe |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Noushar pp L2 | ABDUL RAZACK C P L1 | KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 56.38 | cum | 60 ₹3,382.56 | 10.94 ₹616.75 | 12.56 ₹708.08 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 37.58 | cum | 1,980 ₹74,416.32 | 2,273.93 ₹85,463.39 | 2,615.49 ₹98,300.58 |
| 1.00 | OD184379/2025-2026: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) | 56.38 | cum | 6,800 ₹3.8 L | 6,242.05 ₹3.5 L | 7,174 ₹4.0 L |
Tender Value
₹5.9 L
EMD Value
₹14,817
Closing Date
29 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant Engineer, Koduvally Muncipality
please refer tender documents
2025_LSGD_800275_1
KDLYMCP/LSGD/AE/ET06(24)/25-26
Open Tender
Civil Works - Roads
270 days
koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
Yes
₹14,817
Yes
24 Dec 2025
22 Sept 2025
1 Oct 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
Amount
ROAD CONCRETE
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD184379/2025-2026: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)
Noushar pp (BID ID -2363202)
KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY (BID ID -2362094)
Bidder Name
ABDUL RAZACK C P
Noushar pp
KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY
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