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NTID 45203212
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💬 Talk to Our Bidding ExpertM r To Cross Drainage Structur in Jhargram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "M r To Cross Drainage Structur" in Jhargram, India.
Irrigation and Waterways Department
Jhargram, West Bengal, India
NTID 45203212
- Opening Date : Fri 22nd May, 2026
- Closing Date : Fri 22nd May, 2026
- ₹ 767021.00
- NTID 45203212
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 : 8 | Total Qty : 2684.82
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm girth including removing as directed by Engineer-in-charge. | 1371.60 | Sqm |
| 2 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / Local soil/ soil mixed with moorum or kankar/ silt, dry or moist, slushy silt/ sticky soil. | 648.77 | Cum |
| 3 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. | 9.42 | Cum |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. | 46.51 | Cum |
| 5 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks ( soft 0r hard ) by mnual means. a) upto 3 m depth. (iv) Without pumping out water and shoring. | 398.52 | Cum |
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