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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | v c jose L3 | JKinfrastructures L2 | THOMAS A V L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 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 | 17.01 | cum | 2,150 ₹36,571.5 Lowest | 2,300 ₹39,123 | 2,400 ₹40,824 |
| 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) | 34.02 | cum | 7,800 ₹2,65,356 | 7,190 ₹2,44,603.8 | 7,031 ₹2,39,194.62 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,379
Closing Date
20 Dec 2024, 3:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW SECTION KODENCHERY GP
24/25 SIKK VALAVU KURUPPANCHERYPADI ROAD TARRING
2024_LSGD_715994_1
AE/LIDEW/ETENDER/KRY/48/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
SIKK VALAVU
Please refer Tender documents.
7 documents required · 7 mandatory
₹740
Yes
₹8,379
Yes
12 Sept 2025
13 Dec 2024
23 Dec 2024
13 Dec 2024
20 Dec 2024
13 Dec 2024
Amount
ROAD WORK
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
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)
JKinfrastructures (BID ID -2026364)
v c jose (BID ID -2025643)
Bidder Name
JKinfrastructures
v c jose
THOMAS A V
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finance_1129220.pdf
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