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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.A.RAMACHANDRAN L1 | HRITHIQUE L2 |
|---|---|---|---|---|---|
| 1.00road renovation | |||||
| 1.00 | OD370777/2025-2026: 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 in all kinds of soi | 187 | sqm | 36.75 ₹6,872.25 | 45 ₹8,415 |
| 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 | 18.7 | cum | 3,337.88 ₹62,418.36 | 3,500 ₹65,450 |
| 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) | 28.05 | cum | 9,563.75 ₹2,68,263.19 | 10,000 ₹2,80,500 |
Tender Value
₹3.4 L
EMD Value
₹8,439
Closing Date
2 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Kannambra Grama Panchayat
KANNAMBRA GP 2025-26 RENOVATION OF CHALLIPARAMBU SC SANKETHAM ROAD
2026_LSGD_830049_5
04/2025-2026/AE/LSGD/KMBA/ET4
Open Tender
Civil Works - Roads
180 days
KANNAMBRA
Please refer Tender documents.
8 documents required · 8 mandatory
₹745
Yes
₹8,439
Yes
9 Mar 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
road renovation
OD370777/2025-2026: 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 in all kinds of soi
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)
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