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💬 Talk to Our Bidding ExpertRestoration And Strengthening in Murshidabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Restoration And Strengthening " in Murshidabad, India.
Frakka Barrage Project - River Development and Ganga Rejuvenation
Murshidabad, West Bengal, India
NTID 43856769
- Opening Date : Fri 13th February, 2026
- Closing Date : Thu 12th February, 2026
- ₹ 43398569.00
- NTID 43856769
Key Values: Document Cost: 0.00 | EMD: 868000.00 | Estimated Cost: 43398569.00
Tender Description
Restoration And Strengthening Works Of Eroded 10th Marginal Embankment At Upstream Left Bank Of River Ganga Near Biharitola, Birnagar Area Between Ch. 290.00 M And Ch. 335.00 (total Working Curve Length 140 M) For The Year 2026 (reach-03)
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
868000.00 -
Document Cost
Refer Documents -
Estimated Cost
43398569.00
BOQ Items Total Items : 13 | Total Qty : 99813.029
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Supply of RCC (1:2:4) Porcupine (having 6 members each) of size of each member 0.10m x0.10mx 3.00 m reinforced with 4 (four) nos of 8 mm dia M.S. rod & 6mm dia MS stirrups having 27 cm interval holes of 20 mm dia at 50 cm inside from both ends and in same face and in either face of post another two nos of hole of size 20 mm dia at 65 cm inside from both ends including properly curing and supply at work site including assembling , laying on land , fixing & tying of bushes with G.I binding wire as directed | 749.000 | Each Set |
| 2 | Supplying fitting and fixing and tying the porcupine to each other by steel wire rope@ 6 mm per metre (GI Guy rope 6 mm Steel core) near the top and bottom third portion of each porcupine and anchored into the river bed and bank as necessary by using anchor block with anchor bolt with clamp as per direction of the Engineer-in-Charge. | 855.000 | Metre |
| 3 | Supplying and labour charges for dumping and placing in position properly filled in High-Density Polyethylene (HDPE) bags having capacity 50 kg) with local earth or sand, sewing the bag with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage by boat upto 8.00 Km and charge of filling bags with earth/sand and including the cost of earth /sand as per direction of the Engineer in Charge. NB: The volume of each earth/sand-filled bag should not be less than 0.0328 m3 (a) Where boats are necessary | 17015.000 | Each |
| 4 | Supplying and labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, Nylon crates, carriage by boat upto 8.00 Km and charge of filling bags with earth/sand and including cost of earth /sand as per direction of the Engineer in Charge. NB: The volume of each earth/sand-filled bag should not be less than 0.028 m3 The size of the Nylon crate is 1 metre X 1 metre X 1 metre. (a) Where boats are necessary | 55681.000 | Each Crate |
| 5 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre/continuous filament polypropylene non-woven geotextile of 300gsm as filter,as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing /welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge | 7000.000 | Sqm |
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