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NTID 46026271
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💬 Talk to Our Bidding ExpertConstruction Of The Approach R in Mandi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of The Approach R" in Mandi, India.
Indian Institute of Technology Mandi
Mandi, Himachal Pradesh, India
NTID 46026271
- Opening Date : Fri 14th August, 2026
- Closing Date : Wed 12th August, 2026
- ₹ 19875648.00
- NTID 46026271
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
-
EMD
397513.00 -
Document Cost
1180.00 -
Estimated Cost
19875648.00
BOQ Items Total Items : 19 | Total Qty : 27658.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-charge. All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 13085 | Cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-charge. Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1710 | Cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift . All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 410 | Cum |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 700 | Cum |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 1500 | Cum |
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