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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.4 dtd.02-03-2026 of Kodumbu GP |
| 2 | L2₹4.5 LRejected-AOC | ₹4.5 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SUNDARAN K L1 | SASI G L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | OD376558/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 228 | sqm | 36.75 ₹8,379 | 38.96 ₹8,882.88 |
| 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 | 23.1 | cum | 3,337.88 ₹77,105.03 | 3,538.15 ₹81,731.27 |
| 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) | 34.65 | cum | 9,563.75 ₹3.3 L | 10,137.58 ₹3.5 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.62 | cum | 650.34 ₹3,004.57 | 689.36 ₹3,184.84 |
| 1.00 | OD376557/2025-2026:Supplying and providing GI name board with all conveyance labour and higher charges etc complete using GI tube of size 80x40x1.4mm post,40x20x1.4mm outer frame, 0.6mm thick iron sheet of size90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 | 1 | each | 3,064.86 ₹3,064.86 | 3,248.75 ₹3,248.75 |
Tender Value
₹4.2 L
EMD Value
₹10,573
Closing Date
21 Feb 2026, 2:00 pmClosed
ATHIRA R KUMAR
O/O THE ASSISTANT ENGINEER,LIDEW SECTION
KODUMBU GP 25-26 NALLEKKALAM ROAD RENOVATION P NO 35/26
2026_LSGD_836018_2
ET05/AE/LIDEW/KDB/25-26
Open Tender
Civil Works - Roads
240 days
KODUMBU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,573
Yes
2 May 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Road concrete
OD376558/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD376557/2025-2026:Supplying and providing GI name board with all conveyance labour and higher charges etc complete using GI tube of size 80x40x1.4mm post,40x20x1.4mm outer frame, 0.6mm thick iron sheet of size90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4
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