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NTID 43120936
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Inquiry NowFencing Work With Rcc Precast in Siliguri - Complete Tender Details
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MUNICIPAL AFFAIRS DEPARTMENT
Siliguri, West Bengal, India
NTID 43120936
- Opening Date : Mon 12th January, 2026
- Closing Date : Thu 8th January, 2026
- ₹ 1577980.00
- NTID 43120936
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
31560.00 -
Document Cost
1500.00 -
Estimated Cost
1577980.00
BOQ Items Total Items : 10 | Total Qty : 6169.28
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Double knotted wove wire 1.2 m. height (11 bars), vertical 300 mm. apart, horigental spacing starting from 88 mm. ending 200 mm. top and bottom wire 10g and all other intermediate and upright wire 9g. With finished border 2 ply twisted fencing including tightening and fixing the same to posts with staples at every bar including cost of cutting and of lapping joints in the net as necessary including cost of staples and wove wire. (Payment to be made on the length of the finished netting work.). | 1752.0000 | mtr |
| 2 | Fixing post of iron or precast concrete by digging hole in the ground (in all sorts of soil) and embedding the same by packing the hole with cement concrete (1:3:6) (with jhama khoa.for purulia , Bankura and darjeeling hill by pakur variety, Local black hard stone & bazree respectively) and finishing the top surface to regular shape (as directed) with 15 cm. cement plaster (1:6) complete, including the cost of concrete, plaster etc. but excluding the cost of the post :. | ||
| 3 | (i) Average dia. of the hole 200 mm. to 300 mm. | ||
| 4 | (b) Depth exceeding 500 mm. but not exceeding 600 mm. ( cement -9.65 kg/ No). | 876.0000 | No. |
| 5 | Supplying, hoisting, fitting and fixing R.C.C. precast thin lintels, 75 mm. thick(1:1.5:3) conforming to the specification laid down in C.B.R.I. data sheetNo.1 with stone chips, sand, cement and reinforcement (both main anddistribution) bars upto 1.00 percent as per drawing and specification including placing in situ and supporting arrangement for taking the load ofsuper-imposed brick work and striking of the same when directed. |
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