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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L | L1 | Accepted-AOC FIRST |
| 2 | L2₹1.4 LRejected-AOC | ₹1.4 L | L2 | Rejected-AOC SECOND |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANOJ P L3 | vipin M L2 | ANILKUMAR.N L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.86 | cum | 381 ₹2,233.80 | 344.69 ₹2,020.92 | 333.33 ₹1,954.31 |
| 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. | 4.72 | cum | 2,146 ₹10,139.85 | 1,940.81 ₹9,170.33 | 1,876.87 ₹8,868.21 |
| 1.00 | OD502829/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 3.44 | cum | 888 ₹3,052.94 | 802.64 ₹2,759.48 | 776.19 ₹2,668.54 |
| 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) | 17.36 | cum | 8,257 ₹1.4 L | 7,466.81 ₹1.3 L | 7,220.84 ₹1.3 L |
Tender Value
₹1.7 L
EMD Value
₹4,223
Closing Date
20 Mar 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
395/2026, Njandai meethal road concrete in ward 4
2026_LSGD_846796_1
AE/OLV/10/25
Open Tender
Civil Works - Roads
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹555
Yes
₹4,223
Yes
9 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
OD502829/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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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