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Tendering Authority: Irrigation And Waterways Department
Tender ID2815457
Organisation NameIrrigation And Waterways Department
Tender BriefCorrigendum : Construction Of Dwarf Embankment Along Ghatal Circuit (gc) Embankment Of River Shilabati Narayani Khal From Ch. 0.00 Km To Ch. 2.000 Km,ch. 3.300 Km To 5.240 Km, Ch. 6.873 Km To 7.700 Km Ch. 8.780 Km To 9.780 Km For A Length Of 5.767 Km At Ward
Last Date For Submission12th Mar, 2026
Opening Date12 Mar, 2026
Cost
Document Cost1500.00
EMD5000000.00
Estimated Cost263880877.00
Location
CityKolkata
StateWest Bengal

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BOQ Items
#ItemQtyUnits
1 Excavation for Structures 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 or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required. 10,972.060Cum
2 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.25,128.800Sqm
3 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.13,717.380Sqm
4 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. Silver sand Note: 1. Labour rate per m is provided; Cost of sand is to be added to arrive at the complete item rate.2. Compaction factor of dry clean sand is 0.835.432.530Cum
5 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety1,422.745Cum
12th Mar, 2026

9 Days Left