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NTID 45895867
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💬 Talk to Our Bidding ExpertSh Construction Of Gi Sheet Co in Nalagarh - Complete Tender Details
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Bus Stands Management and Development Authority
Nalagarh, Himachal Pradesh, India
NTID 45895867
- Opening Date : Tue 4th August, 2026
- Closing Date : Tue 4th August, 2026
- ₹ 8602239.00
- NTID 45895867
Key Values: Document Cost: 2360.00 | EMD: 118600.00 | Estimated Cost: 8602239.00
Tender Description
Sh Construction Of Gi Sheet Cover Shed For 2 Nos. Fast Charger Dug Warehouse, Dismantling Of Damaged C.c. And Providing R.c.c In Damaged Portion Of Washing Yard, Construction Of Toilet Block, Providing Fencing Etc.
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
118600.00 -
Document Cost
2360.00 -
Estimated Cost
8602239.00
BOQ Items Total Items : 81 | Total Qty : 32512.694
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material up to approved dumping site. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 187.50 | Per Cubic Meter |
| 2 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundations, trenches etc, in earth work in all kind of soil, such as pick work, jump work, blasting work, by blasting or chiseling and pumping bailing, dewatering where ever required etc, complete and lift up to all heights and than clear from the edge of the excavation and than returning the stacked soil in 15 cm. (Fifteen centimeter) layer into the plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth up to dumping site, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 49.11 | Per Cubic Meter |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five meter) in width or 10 sqm (Ten square meter) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five meter) , including getting out the excavated soil and disposal of surplus excavated soils as directed, within all leads : Ordinary rock, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 134.58 | Per Cubic Meter |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (One Cement isto Four coarse sand isto Eight graded stone aggregate ) 40 mm (Forty milimeter) nominal size , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 95.45 | Per Cubic Meter |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (One Cement isto Three coarse sand isto Six graded stone aggregate) 40 mm (Forty milimeter) nominal size including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 45.79 | Per Cubic Meter |
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