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NTID 44696995
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💬 Talk to Our Bidding ExpertConstruction Of Retaining Wall in silvassa - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Retaining Wall" in silvassa, India.
- Opening Date : Thu 16th April, 2026
- Closing Date : Thu 16th April, 2026
- ₹ 51341937.00
- NTID 44696995
Key Values: Document Cost: 5000.00 | EMD: 1513419.00 | Estimated Cost: 51341937.00
Tender Description
Construction Of Retaining Wall And Storm Water Drain For Nursing College At Sayli, Dadra And Nagar Haveli.
Documents
Get Complete Tender Details Now - Download the Document!
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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
1513419.00 -
Document Cost
5000.00 -
Estimated Cost
51341937.00
BOQ Items Total Items : 17 | Total Qty : 531481.28
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Note: 1) The method of excavation shall be approved by the Engineer in charge before execution. 2) Excavation shall be carried out very carefully without damaging existing structures and surrounding if any. 3) If required, the contractor shall provide stabilization by any means to protect the foundation of the existing structure and building without any extra cost. 4) The rate shall include dewatering work (pumping out and removing slush) during execution in underwater conditions, if required. Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift upto 1.5 mt depth, etc. complete, as directed by the Engineer-in-charge. | 2614.00 | Cum |
| 2 | Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 1.5 mt depth to 3.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | 2614.00 | Cum |
| 3 | Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 3.0 mt depth to 5.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | 523.00 | Cum |
| 4 | Filling available excavated earth (excluding rock) Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to achieve at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. complete for all lead (from anywhere within the site/ plot area) and lift and as directed by the Engineer-in-charge | 311.00 | Cum |
| 5 | Carriage of excavated earth/gravel by mechanical transport including loading, transporting, unloading, stacking & leveling at a non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, as directed by the Engineer-in-Charge. Item shall be executed only after prior approval of the Engineer-in-charge. | 100.00 | Cum |
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