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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.4 dtd.17-02-2026 of Thiruvarppu GP | |
| 2 | L2₹3.8 L+₹14,405.58 (3.92%)Accepted-Finance | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 5 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Midhun Mathew L1 | julimor construction and interiors L6 | DINOY JOSEPH L8 | SUBHASHKUMAR MALIYIL SREEDHARAN L2 | NIDHIN MATHEW L5 | ACHU ELIAS ALEX L3 | BHARATH INFRASTRUCTURE DEVELOPERS L7 | J A CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||||
| 1.00 | OD407885/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 60 | cum | 582.1 ₹34,926 | 632 ₹37,920 | 600 ₹36,000 | 604.92 ₹36,295.2 | 490 ₹29,400 | 385 ₹23,100 Lowest | 633 ₹37,980 | 610.97 ₹36,658.2 |
| 1.00 | OD407886/2025-2026:od733542/2020_2021 : Granular sub base/base/surface course with local materials(Table 400.13) by mix in place method normal.&lt;br&gt;&lt;br&gt;Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.4 as per Technical Specifications Clause 408&lt;br&gt;ii)Soil gravel mixture/quarry waste | 48.38 | cum | 1,087.29 ₹52,597.65 | 1,178 ₹56,985.75 | 1,250 ₹60,468.75 | 1,129.92 ₹54,659.88 | 900 ₹43,537.5 | 800 ₹38,700 Lowest | 1,183 ₹57,227.63 | 1,159.99 ₹56,114.52 |
| 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) | 33.75 | cum | 8,291.77 ₹2,79,847.24 Lowest | 8,887 ₹2,99,936.25 | 9,300 ₹3,13,875 | 8,616.93 ₹2,90,821.39 | 9,500 ₹3,20,625 | 9,563 ₹3,22,751.25 | 9,021.7 ₹3,04,482.38 | 8,789.1 ₹2,96,632.13 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
12 Feb 2026, 5:00 pmClosed
AE LSGD AE LSGD THIRUVARPPU GPIRUVARPPU GP
AE LSGD AE LSGD THIRUVARPPU GPIRUVARPPU GP
320 25 26 KANJIRAM-KALAPPURAKKADAVU ROAD CONCRETING WARD 10
2026_LSGD_826047_17
ET-05/2025-26/AELSGD/TVP
Open Tender
Civil Works - Roads
Item Rate
THIRUVARPPU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
16 Jun 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
OD407885/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
OD407886/2025-2026:od733542/2020_2021 : Granular sub base/base/surface course with local materials(Table 400.13) by mix in place method normal.&lt;br&gt;&lt;br&gt;Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.4 as per Technical Specifications Clause 408&lt;br&gt;ii)Soil gravel mixture/quarry waste
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)
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