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Tender Value
₹6.8 L
EMD Value
₹13,559
Closing Date
10 Jun 2026, 12:00 pm4d left
EE MDDI
Office of the Executive Engineer Metropolitan Drainage Division No. -I
Restoration of damaged right bank of Lower Bagjola Khal in between 25.50 km to 26.50 km at Block and PS Haroa and Dist. North 24 paraganas
2026_IWD_1026212_1
WBIW/EE/MDD-I/e-NIT- 4/ 2026 - 27
Open Tender
CIVIL WORKS
15 days
Lower Bagjola Khal 25.50 km to 26.50 km
please refer Tender documents
7 documents required · 7 mandatory
₹13,559
Yes
3 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
10 Jun 2026
3 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 | - | Mtr | 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 pilehead with iron ring and cutting and shaping he ad s before and after driving and including hire and labour for necessary driving appliance and all tackles.
(iii) 15 cm av. diameter | - | Mtr | 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. (a) Width of thinner end above 15 cm. (i) Jhaw / Eucalyptus. | 160 | Mtr | 228.83 | ₹36,612.8 |
| 4 | Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge a) One Coat | 716 | Sqm | 34.56 | ₹24,744.96 |
| 5 | 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. | 80 | Each | 139.44 | ₹11,155.2 |
| 6 | 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. | 80 | Each | 498.17 | ₹39,853.6 |
| 7 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | 1,071 | Each | 7.15 | ₹7,657.65 |
| 8 | 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. | 1,071 | Each | 8.34 | ₹8,932.14 |
| 9 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. | 1,071 | Each | 3.58 | ₹3,834.18 |
| 10 | 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, C) Beyond 2.00 km and upto 3.00 km | 150 | cum | 350.74 | ₹52,611 |
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