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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GANGARAMPUR DAKSHIN DINAJPUR | GANGARAMPUR | DAKSHIN DINAJPUR | WEST BENGAL | Accepted-Technical Qualified |
| 2 | Accepted-Technical 01 INFRONT OF CIRCUIT HOUSE DIVERSION ROAD KHARGONE KHARGONE WEST NIMAR MADHYA PRADESH 451001 | KHARGONE | MADHYA PRADESH | 451001 | Accepted-Technical Qualified |
| 3 | Accepted-Technical GANESHUPUR 3RD GHERI KAKDWIP SOUTH 24 PARGANAS PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Accepted-Technical VILL SALAMPUR P O BRAHMANBASAN P S DASPUR DIST PASCHIM MEDINIPUR | BRAHMANBASAN | PASCHIM MEDINIPUR | WEST BENGAL | Accepted-Technical Qualified |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
27 Feb 2026, 12:30 pmClosed
SE_CE(W)
Office of the Chief Engineer West Kanainatsal P.O Sripally Dist Purba Bardhaman. PIN 713103
Protection to the Left bank of River Mundeswari for a length of 167 Mtr. at Mouza Purba Krishnapur and Amgram G.P Harinkhola I Block and P.S Arambagh including 7 Nos. spur at Mouza Pramanikpara Block and P.S Pursurah Dist Hooghly.
2026_IWD_996915_3
WBIW/SE/CE(W)/NIT-09e/2025-26
Open Tender
CIVIL WORKS
Percentage
120 days
Harinkhola I
Please refer Tender documents.
6 documents required · 6 mandatory
₹2.6 L
Yes
8 Apr 2026
6 Feb 2026
5 Mar 2026
6 Feb 2026
27 Feb 2026
6 Feb 2026
Cutting Uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
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 HDPE bags (minimum 22 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 0.0328 m3. Size of Nylon crate is 1metre X 1metre X 1metre. Where boats are not necessary.
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. To be measured at mid length)
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances Where boats are not necessary
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
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).
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 of the Engineer-in-charge within a lead of, Beyond 1.00 km and upto 2.00 km (Measurement to be taken on the basis of stack measurement / pre- post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.) (For compensation for earth for land owned and arranged by Contractor 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 5.30 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 Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. 15 cm av. Diameter
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. Width of thinner end above 10 cm. and less than 15 cm. Jhaw / Eucalyptus.
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
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. 15 cm av. Diameter
Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20 kN/m in the longitudinal and transverse direction, with 7 kN/m and 14 kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38 mm X 38 mm mesh opening.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg)."
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or aggregates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
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