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Tender Value
₹36.8 L
EMD Value
₹73,614
Closing Date
13 Jul 2026, 5:00 pm4d left
EE/West Midnapore Division
Office of the Executive Engineer West Midnapore Division Sekhpura Midnapore, Paschim Medinipur
Urgent protection and mitigation work to reduce vulnerability of people by repairing of Subsidence Slip 300 from Harasankar Boropal to Mishra Pally Sanko on Left Bank of Katan Khal occured due to drawdown of drainage channel water at Mouza Ra
2026_IWD_1029734_6
WBIW/EE/WMD/NIT-02e/2026-27
Open Tender
CIVIL WORKS
30 days
Ghatal
Please refer Tender documents.
6 documents required · 6 mandatory
₹73,614
Yes
27 Jun 2026
27 Jun 2026
14 Jul 2026
27 Jun 2026
13 Jul 2026
27 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
(iii) 15 cm av. diameter | - | Metre | 258.62 | - |
| 2 | 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.
Note: For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by ` 4.00 per mete
(iii) 15 cm av. diameter | - | Metre | 125.14 | - |
| 3 | 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 above10 cm & upto 15 cm.
Jhaw / Eucalyptus. | - | Metre | 123.95 | - |
| 4 | 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. | - | Each | 139.44 | - |
| 5 | 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. | - | Each bag | 498.17 | - |
| 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | - | Each bag | 7.15 | - |
| 7 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(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 | - | Each bag | 8.34 | - |
| 8 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. | - | Each bag | 3.58 | - |
| 9 | Earthwork in excavation in all kindsof 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 mechanicalmeanson land including loading, transporting, unloading and stackingwithall 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
NB :- 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.
A) Beyond 500 metre and upto 1.00 km | - | Cum | 330.48 | - |
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