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NTID 47098854
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Inquiry NowEmergent Construction Of Tempo in Parganas - Complete Tender Details
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GANGASAGAR BAKKHALI DEVELOPMENT AUTHORITY
Parganas, West Bengal, India
NTID 47098854
- Opening Date : Fri 6th November, 2026
- Closing Date : Wed 4th November, 2026
- ₹ 4613477.00
- NTID 47098854
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
92270.00 -
Document Cost
2500.00 -
Estimated Cost
4613477.00
BOQ Items Total Items : 9 | Total Qty : 8033.621
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4.(i) Lime /Cement Concrete (I) By Manual Means (A) Cement Concrete Grade M-15 & M-20 | 4.597 | Cum |
| 2 | 4.(ii) Dismantling Brick / Tile work (B) In cement mortar | 13.261 | Cum |
| 3 | Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 10cm. dia and 3.6m long bullah pin @ 0.375 mtr. c/c bullah walling of 2.7m (av) below G.L. including fitting, fixing 3 nos. of 10 cm dia bullah as runner providing 1.80 mtr. long 10.0 cm dia bullah as tie bar @ 2.25 mtr c/c and 10.0 cm dia. and 3.0 mtr. long bullah as tie post @ 2.25 mtr. c/c driven @ 2.5 m below G.L. and walling with filling empty cement bags with earth and placing them in position including tying or sewing mouth including cost of thread including cost of all materials and two coat of coal tarring to all Eucalyptus bullah etc. complete including the cost of materials as per direction. | 45 | Mtr |
| 4 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : 2.3.1 All kinds of soil | 763.875 | Cum |
| 5 | Box cutting or filling in road embankment in all sorts of soils including spreading the spoils properly over the flank as necessary or on berm to approximate grade and camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge icluding uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm | 3055.5 | Sqm |
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