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Corrigendum Provn Of Addn Al, Jaisalmer - Tender Details
Explore tender information for Corrigendum Provn Of Addn Al in Jaisalmer, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Jaisalmer, Rajasthan, India
NTID 38609517
Opening Date : Sat 25th January, 2025- Closing Date : Thu 23rd January, 2025
- ₹ 4500000.00
- NTID 38609517
Corrigendum : Provn Of Addn Altn Of Ante Room And Special Repair To 02 X Swts In Certain Units At Mil Stn Jaisalmer
Key Values: Document Cost: 500.00 | EMD: 90000.00 | Estimated Cost: 4500000.00
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
90000.00 -
Document Cost
500.00 -
Estimated Cost
4500000.00
BOQ Items Total Items : 74 | Total Qty : 12452.37
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for site clearance in soft/loose soil complete all as specified & directed by Engineer-in-charge. | 234.00 | Sqm |
| 2 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge. | 34.00 | Cum |
| 3 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock ccomplete all as specified & directed by Engineer-in-charge. | 40.82 | Cum |
| 4 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-charge. | 102.00 | Cum |
| 5 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock complete all as specified & directed by Engineer-in-charge. | 11.01 | Cum |
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