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Tender Value
₹11.9 L
EMD Value
₹29,629
Closing Date
13 Jul 2026, 6:00 pm
SINU N
AE LID AND EW PURATHUR GP
Proj.no31/26-27 Maintanence of Korattil baypass road in Purathur GP
2026_LSGD_857940_21
1/AE/LID EW/PRTR/26-27
Open Tender
Civil Works - Roads
150 days
PURATHUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,629
Yes
2 Jul 2026
2 Jul 2026
16 Jul 2026
2 Jul 2026
13 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-Road Concreting | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | OD55116/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1<br>cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels as required including compaction, finishing<br>and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc<br>complete as per<br>specification<br>(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 2Appendix B-restoration | |||||
| 2.001 | OD55121/2026-2027: Filling up low lying and water logged areas with local<br>material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc<br>complete for improving the CBR value of subgrade | - | cum | - | - |
| 2.002 | 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 | - | cum | - | - |
| 2.003 | OD55120/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1<br>cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels as required including compaction, finishing<br>and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc<br>complete as per<br>specification<br>(i) Nominal mix (1:2:4) | - | cum | - | - |
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