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| Sl No | Description | Qty | Unit | BABURAJ.K L1 | SHALU L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 143.7 | sqm | 14.41 ₹2,070.72 Lowest | 15.44 ₹2,218.73 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 14.37 | cum | 3,015.5 ₹43,332.74 Lowest | 3,230.89 ₹46,427.89 |
| 1.00 | OD460726/2025-2026:Road Concrete - 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 required including compaction, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc. complete as per specification
(i) Nominal mix (1:2:4) | 21.55 | cum | 8,277.69 ₹1,78,425.61 Lowest | 8,868.95 ₹1,91,170.22 |
Tender Value
₹2.3 L
EMD Value
₹5,710
Closing Date
20 Feb 2026, 6:00 pmClosed
AE
Thalakkad GP
Annual Plan-Thalakkad GP, Smasanam road completion-PR.NO,357/2025-26-
2026_LSGD_836314_10
08/2025/AE/LIDEW/TLKD
Open Tender
Civil Works - Roads
Item Rate
180 days
Thalakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,710
Yes
1 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
13 Feb 2026 - 20 Feb 2026
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD460726/2025-2026:Road Concrete - 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 required including compaction, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc. complete as per specification (i) Nominal mix (1:2:4)
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