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Construction Of Stable At Forw, LEH - Tender Details
Explore tender information for Construction Of Stable At Forw in LEH, including eligibility, deadlines, and bid specifics.
Indo Tibetan Border Police Force
LEH, Jammu and Kashmir, India
NTID 39424523
Opening Date : Sat 15th March, 2025- Closing Date : Wed 12th March, 2025
- ₹ 6123250.00
- NTID 39424523
Construction Of Stable At Forward Post Of 5th Bn Itbp Located At Height Of 13799 Feet And 224 Km From Leh Towards Northern Side Connected With Road
Key Values: Document Cost: 0.00 | EMD: 122465.00 | Estimated Cost: 6123250.00
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
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EMD
122465.00 -
Document Cost
Refer Documents -
Estimated Cost
6123250.00
BOQ Items Total Items : 42 | Total Qty : 12156.3
| # | 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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be leveled and neatly dressed. (a) All kinds of soil . | 27.65 | Cum |
| 2 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil . | 10.95 | Cum |
| 3 | 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, lead up to 50 m and lift upto 1.5 m. | 29.15 | Cum |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 24.98 | Cum |
| 5 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 20.82 | Sqm. |
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