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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | L1 | Accepted-AOC lowest quoted | |
| 2 | Rejected-Technical | - | Rejected-Technical highest quoted | |
| 3 | Rejected-Technical | - | Rejected-Technical highest quoted | |
| 4 | Rejected-Technical | - | Rejected-Technical HIGHEST QUOTED | |
| 5 | Rejected-Technical | - | Rejected-Technical highest quoted |
| Sl No | Description | Qty | Unit | ALLEN GEORGE PHILIP L5 | NJ AGENCIES L1 | SUNIL K . M ,Kunnel Constructions L2 | BINU PRINCE ABRAHAM L4 | mani kuruvilla L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 45.72 | cum | 635.71 ₹29,064.66 | 559.95 ₹25,600.91 Lowest | 658.77 ₹30,118.96 | 620 ₹28,346.4 | 610 ₹27,889.2 |
| 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. | 21.87 | cum | 2,397.12 ₹52,425.01 | 2,111.45 ₹46,177.41 | 2,100 ₹45,927 Lowest | 2,350 ₹51,394.5 | 2,500 ₹54,675 |
| 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) | 18.23 | cum | 9,229.01 ₹1,68,198.71 | 8,129.18 ₹1,48,154.31 Lowest | 8,300 ₹1,51,267.5 | 9,070 ₹1,65,300.75 | 8,500 ₹1,54,912.5 |
Tender Value
₹2.6 L
EMD Value
₹6,469
Closing Date
9 Jun 2026, 10:00 amClosed
ASSISTANT ENGINEER
AE LSGD VIJAYAPRAM
Annual Plan VIJAYAPURAM GP P NO 135/26 27 Challumattam road concreting ward 20 General Civil Work
2026_LSGD_852764_11
01/AE/LID EW/VGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LSGD VIJAYAPRAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹570
Yes
₹6,469
Yes
31 Jul 2026
2 Jun 2026
11 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | 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. | - | 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) | - | cum | - | - |
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