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NTID 39820872
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Retender-mla Sdf 2024-25 -cons, Alappuzha - Tender Details
Explore tender information for Retender-mla Sdf 2024-25 -cons in Alappuzha, including eligibility, deadlines, and bid specifics.
- Opening Date : Thu 10th April, 2025
- Closing Date : Tue 8th April, 2025
- ₹ 1270269.00
- NTID 39820872
Key Values: Document Cost: 2760.00 | EMD: 31757.00 | Estimated Cost: 1270269.00
Tender Description
Retender-mla Sdf 2024-25 -construction Of Road From Arupathil Chira To Ennakkattu Thara Of Ward 10 In Kainakary Gp
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
Costs
-
EMD
31757.00 -
Document Cost
2760.00 -
Estimated Cost
1270269.00
BOQ Items Total Items : 8 | Total Qty : 935.75
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Road Rennovation | ||
| 2 | OD196189/2024-2025:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alllifts 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. (3.14 Modified with increased compensation and additional conveyance | 380.000 | cum |
| 3 | OD196190/2024-2025:Quarry muck/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 at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using Gravel mix soil.by providing local may, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired de | 71.250 | cum |
| 4 | 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. (i) Using naturally occuring gravel | 45.600 | cum |
| 5 | 75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 50.400 | cum |
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