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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC IDUKKI | KERALA | 685501 | ₹4.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K N SASIDHARAN L2 | RAJEEV P P L1 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 273 | sqm | 47.6 ₹12,994.8 | 44.9 ₹12,257.7 |
| 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. | 40.95 | cum | 2,317.64 ₹94,907.36 | 2,185.98 ₹89,515.88 |
| 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) | 40.95 | cum | 8,922.98 ₹3,65,396.03 | 8,416.1 ₹3,44,639.3 |
Tender Value
₹5.1 L
EMD Value
₹12,682
Closing Date
12 Jan 2026, 12:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Chempu Grama Panchayathu
Road construction
2026_LSGD_825286_1
AE/LSGD/CPT/2025-26/T15/03
Open Tender
Civil Works - Roads
300 days
CHEMPU
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,682
Yes
12 Mar 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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.
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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