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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC PO KHUKURDAHA DIST PASCHIM MEDINIPUR | KHUKURDAHA | PASCHIM MEDINIPUR | WEST BENGAL | ₹16.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹16.9 LRejected-Finance | ₹16.9 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹18.9 LRejected-Finance | ₹18.9 L | L3 | Rejected-Finance 3rd Lowest |
Tender Value
₹22.4 L
EMD Value
₹44,774
Closing Date
2 Feb 2026, 10:00 amClosed
EE - I LDCD
O/O EE-I, LDCD Fuleswar Uluberia Howrah
Protection of Damaged Right Bank of Amta Channel (Confluence of Old Damodar and Amta Channel), Garchumuk, adjacent to Garchumuk Paryatan Kendra for a length of 50 m in GP-Belari, Block-Shyampur -I, P.S- Shyampur, District- Howrah.
2026_IWD_988574_3
WBIW/EE-I/LDCD/e-NIT- 10/2025-26
Open Tender
CIVIL WORKS
Percentage
120 days
Shyampur
Please refer Tender documents.
5 documents required · 5 mandatory
₹44,774
11 Aug 2026
19 Jan 2026
5 Feb 2026
19 Jan 2026
2 Feb 2026
19 Jan 2026
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 17.5 cm av. Diameter
Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (i) 17.5 cm av. diameter Note: i) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus.
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
Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
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 cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags(minimum 21 nos having capacity 50kg) 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 necessury, or by boat including cost of hire charges of boat, boatmen and other necessury equipments and also including cost of bags, carriage and charge of filling bags with earth/sand but excluding cost of nylon crate as per direction of the Engineer-in-Charge. NB: volume of each earth/sand filled bags should not be less than 0.0328 m³. Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessury
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile,levelling as per direction ofthe Engineer-in-charge within a lead of, i)Beyond 4.00 km and upto 5.00 km Note: For compensation for earth for earth land owned and arranged by contraction add Rs. 25.00 per m3 extra over rate of E/W for land owned/ arranged by the Department Royalty charge on earth @ Rs 29.00 per m3 & Cesses charges @ Rs. 5.3 per m3 (i.e., Rs. 15.00 per 100 cft), as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties & Cesses.
Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally.
Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).
Making rectangular sausage cage with 10 SWG galvanized iron wire of 125 mm.x 125 mm. mesh wire netting with proper lapping of minimum 150mm. including sewing the joints with 12 SWG GI wire and supply of all materials and equipments including placing the sausage cage in position,filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder/lump aggregates and its carriage upto site. (Cost is excluding the cost of end pieces ) 0.90 metre x 0.60 metre nominal section
Making rectangular sausage cage with 10 SWG galvanized iron wire of 125 mm.x 125 mm. mesh wire netting with proper lapping of minimum 150mm. including sewing the joints with 12 SWG GI wire and supply of all materials and equipments including placing the sausage cage in position,filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder/lump aggregates and its carriage upto site. (Cost is excluding the cost of end pieces ) 0.75 metre x 0.45 metre nominal section
Cost of stone / laterite boulders at site including cost of materials, loading, unloading and carriage and including all incidental charges like Royalty complete(Royalty cirtificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/laterite boulder will be deducted from the bills of works) a) Panchami source (Each weighing 25 kg & above)
Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in charge. b) Mesh size 125 mm x 125 mm with 10 SWG wire
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge
Labour charges for stacking unloaded boulder / shingles to make them convenient for measurement as per direction of the Engineer-in-charge. b) Boulder of size above 20 kg
Labour charges for boulder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa / metal filter/ Geo-textile filter
Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) Jhama ballast
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BOQ_2415167.xls
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Form2911.pdf
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