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NTID 39821326
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Annual Plan-379 24-25- Elantha, Malappuram - Tender Details
Explore tender information for Annual Plan-379 24-25- Elantha in Malappuram, including eligibility, deadlines, and bid specifics.
LOCAL SELF GOVERNMENT DEPARTMENT
Malappuram, Kerala, India
NTID 39821326
- Opening Date : Thu 3rd April, 2025
- Closing Date : Tue 1st April, 2025
- ₹ 801245.00
- NTID 39821326
Key Values: Document Cost: 1770.00 | EMD: 20031.00 | Estimated Cost: 801245.00
Tender Description
Annual Plan-379/24-25- Elanthangattuthodi Edavazhi Concrete Maleeri Vadakke Edavazhy Concrete Chevalilthazham Road Concrete Div 6-general Civil Work
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 : 7 | Total Qty : 228.323
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | ROAD CONCRETING | ||
| 2 | 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 | 60.035 | cum |
| 3 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 12.000 | cum |
| 4 | OD537865/2024-2025:Filling with contractor own earth (excluding rock) in sub grade and earthen shoulders 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 as per direction of site Engineer-in-charge.(modified 50.2.26.1) | 20.000 | cum |
| 5 | OD528355/2024-2025: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 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 33.035 | cum |
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