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NTID 46288313
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Parganas - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Parganas, India.
Irrigation and Waterways Department
Parganas, West Bengal, India
NTID 46288313
- Opening Date : Thu 10th September, 2026
- Closing Date : Thu 10th September, 2026
- ₹ 276149084.00
- NTID 46288313
Key Values: Document Cost: 200.00 | EMD: 5000000.00 | Estimated Cost: 276149084.00
Tender Description
Corrigendum : Construction Of Nine Vent Sluice Cum R.c.c. Road Bridge Ccw 4.250 M In Replacement Of Dilapidated Eight Vent Sluice Cum Road Bridge Over Goranbose Khal At Radharanipur In Block Basanti, P.s. Basanti, Dist. South 24 Parganas 3rd Call To The 2nd
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
5000000.00 -
Document Cost
200.00 -
Estimated Cost
276149084.00
BOQ Items Total Items : 87 | Total Qty : 196767.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Fabrication , supply, erection and commissioning of embeded parts consisting of seal beam, Guide channel with all accessories for vertical gate of canal/river made of MS material consisting of angle, channel, beam, plate, flat, etc. conforming to IS : 2062 - 2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Remarks: Cost for civil works to be taken from PWD (R) directorate seperatly. Insert plate welded with J hook | 1924.05 | Kg |
| 2 | Supplying, fitting, fixing C.I Grating (Heavy type). Above 100 mm and upto 150 mm Square or round. | 8 | Each |
| 3 | Fabrication , Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS: 5620 - 2000/Latest Revision consisting of skin plate, vertical and horizantal grider, stiffener etc. made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). Width of Gate shuteer size upto 2 metre | 3339.84 | Kg |
| 4 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Steel materials : Tor steel rods /HYSD bars/TMT bars SAIL/TATA/RINL (Fe-415/Fe 500/Fe 500D ) conforms to IS: 1786 | 114.8 | TONNE |
| 5 | Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M25 Height 5m to 10m (ii) With Batching Plant, Transit Mixer and Concrete Pump Cement : PPC /PSC / OPC 33. Note 1: From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in Charge Note 2: During the execution of the item necessary quantity of approved plasticizers to obtain the desired workability and strength is to be added, cost of which has been incorporated in the rate of item. | 143.84 | Cum. |
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