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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | ₹4.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 460694.65 |
| Sl No | Description | Qty | Unit | SREEJITH R S L1 | arun a s L2 |
|---|---|---|---|---|---|
| 1.00road maintenance | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 57.51 | cum | 433.25 ₹24,916.21 Lowest | 451.31 ₹25,954.84 |
| 1.00 | OD440628/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m | 19.17 | cum | 325.56 ₹6,240.99 Lowest | 339.13 ₹6,501.12 |
| 1.00 | 4.11.1: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. <br> (i) Using naturally occuring gravel | 19.17 | cum | 2,444.97 ₹46,870.07 Lowest | 2,546.85 ₹48,823.11 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 40.52 | cum | 9,015.24 ₹3,65,333.59 Lowest | 9,300 ₹3,76,873.2 |
| 1.00 | OD440684/2025-2026:Supplying and fixing Information board 75*60 cm using GI pipes as post and MS sheet sarrounded byMS angles including painting, lettering and fixing in position as per direction of e-i-c. | 1 | each | 2,440.68 ₹2,440.68 Lowest | 2,542.38 ₹2,542.38 |
Tender Value
₹4.6 L
EMD Value
₹11,609
Closing Date
5 Mar 2026, 6:00 pmClosed
Sreelekshmi U M
O/O The Assistant engineer LIDand EW Section Anchuthengu
Kunnuvila Nedunganda road maintenance W2 Anchuthengu GP
2026_LSGD_840728_2
AE/LIDEW/TDR-08/AGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Anchuthengu
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,025
Yes
₹11,609
Yes
27 Mar 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
road maintenance
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD440628/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m
4.11.1: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. <br> (i) Using naturally occuring gravel
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD440684/2025-2026:Supplying and fixing Information board 75*60 cm using GI pipes as post and MS sheet sarrounded byMS angles including painting, lettering and fixing in position as per direction of e-i-c.
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