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NTID 47279655
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💬 Talk to Our Bidding ExpertGeneral-project No - 392 2026- in Kunnamangalam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "General-project No - 392 2026-" in Kunnamangalam, India.
LOCAL SELF GOVERNMENT DEPARTMENT
Kunnamangalam, Kerala, India
NTID 47279655
- Opening Date : Sat 7th November, 2026
- Closing Date : Thu 5th November, 2026
- ₹ 846824.00
- NTID 47279655
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 22 | Total Qty : 2778.89
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Appendix A - Kunnamangalam aakkoli Punoorpuzha Road | ||
| 2 | 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. | 58.2 | sqm |
| 3 | OD233010/2026-2027:Granular sub-base/base/surface course with departmental 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>(ii) Using Gravel mix soil. | 1.746 | cum |
| 4 | 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 | 30 | cum |
| 5 | 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. <br>(ii) Using Gravel mix soil. | 29.554 | cum |
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