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NTID 42681679
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💬 Talk to Our Bidding ExpertShifting Of Shamshanghat In Vi in Kota - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Shifting Of Shamshanghat In Vi" in Kota, India.
- Opening Date : Thu 20th November, 2025
- Closing Date : Wed 19th November, 2025
- ₹ 2875923.00
- NTID 42681679
Tender Description
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
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EMD
57518.00 -
Document Cost
1000.00 -
Estimated Cost
2875923.00
BOQ Items Total Items : 19 | Total Qty : 9937.93
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. | 2750.00 | Sqm |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b) hard/dense soil | 155.64 | Cum |
| 3 | Refilling the excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including cost of water. loading and unloading wherever required with cost of dewatering wherever require. | 29.14 | Cum |
| 4 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect with intial lead 250m .(a) Deduct item no.16 (a) above if standard proctors density to be achive is at least 90% (128-19=109/-) | 742.50 | Cum |
| 5 | Preparation of foundation of structure including removal of all loose stones, silt and final washing. (a) By manual labour | 130.40 | Sqm |
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