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NTID 43936218
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Inquiry NowFencing Of State Land At T Cho in Banihal - Complete Tender Details
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Public Works Department
Banihal, Jammu and Kashmir, India
NTID 43936218
- Opening Date : Tue 17th February, 2026
- Closing Date : Mon 16th February, 2026
- ₹ 103000.00
- NTID 43936218
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
BOQ Items Total Items : 6 | Total Qty : 1290.79
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock | 3.02 | cum |
| 2 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 meters (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire | 1279.60 | meter |
| 3 | Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | 3.02 | cum |
| 4 | Carriage of Material by Mechnical Transport including Loading, including stacking 1. Sand for an avg lead of 60 Km | 1.42 | cum |
| 5 | 2. Aggregate < 40 mm for an avg lead of 15 Km | 2.52 | cum |
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