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Lac Ads2016 17 Improvements To, Cherthala - Tender Details
Explore tender information for Lac Ads2016 17 Improvements To in Cherthala, including eligibility, deadlines, and bid specifics.
Public Works Department
Cherthala, Kerala, India
NTID 38867946
Opening Date : Wed 22nd January, 2025- Closing Date : Sat 18th January, 2025
- ₹ 6167271.00
- NTID 38867946
Lac Ads2016 17 Improvements To Manorama Junction In Cherthala Lac Balance Work
Key Values: Document Cost: 2760.00 | EMD: 50000.00 | Estimated Cost: 6167271.00
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
50000.00 -
Document Cost
2760.00 -
Estimated Cost
6167271.00
BOQ Items Total Items : 29 | Total Qty : 10626.153
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Appendix - A -Junction Improvements | ||
| 2 | 2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the areaClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.2540 | Hecter |
| 3 | 3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 12.8980 | cum |
| 4 | 3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 390.6300 | sqm |
| 5 | 4.1.B.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method | 26.7400 | cum |
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