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Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
22 Jun 2026, 10:00 am
Superintending Engineer, Western Circle II
Office of The SE, Western Circle II, Station Road, Midnapore, Paschim Medinipore, I and W Dte, PIN 721101
Protection to damaged Left Ex zamindary Embankment of River Jhumi near Chanchal Patra Swadesh Gorai and RLI Pump House for a total length of 550 m at Mouza Kishorchak and Baganala in Block PS Ghatal and Dist Paschim Medinipur in connection with GMP
2026_IWD_1025196_1
WBIW/SE/WC-II/NIT-01e/2026-27 Sl 01, 2nd Call of e-NIT No WBIW/SE/WC-II/NIT-12e/2025-26 Sl 01
Open Tender
CIVIL WORKS
180 days
BLOCK GHATAL
AS DEPICTED IN THE NIT
7 documents required · 7 mandatory
₹2.5 L
Yes
30 May 2026
30 May 2026
24 Jun 2026
30 May 2026
22 Jun 2026
30 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | 3,502.4 | Sqm | 5.96 | ₹20,874.3 | 1 |
| 2 | Earth work from borrowpits over existing embankment or for repairs to embankment, closing breaches etc.within an initial leadof30metre and lift of 1.50metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as per profile. | 907.52 | Cum | 96.54 | ₹87,612.08 | 2 |
| 3 | 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,
B) Beyond 1.00 km and upto 2.00 km | 4,433.87 | Cum | 341.21 | ₹15,12,880.78 | 3 |
| 4 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge.
(Payment will be made on the basis of Pre-work & Post-work level) | 2,951.49 | Cum | 27.41 | ₹80,900.29 | 4 |
| 5 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
(iii) 15 cm av. diameter | 10,014 | Meter | 258.62 | ₹25,89,820.68 | 5 |
| 6 | 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.
(iii) 15 cm av. diameter | 8,345 | Meter | 125.14 | ₹10,44,293.3 | 6 |
| 7 | 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.
Jhaw / Eucalyptus. | 1,100 | Meter | 123.95 | ₹1,36,345 | 7 |
| 8 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 15kN/m in the longitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening | 6,050 | Sqm | 297.83 | ₹18,01,871.5 | 8 |
| 9 | Supplying Nylon cage netting1 metre x 1metre x1 metresize withknot 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. | 550 | Each | 139.44 | ₹76,692 | 9 |
| 10 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (Minimum 36 nos.) 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 HDPE bags should not be less than 0.0328 m3.
Size of Nylon crate is 1metre X 1metre X 1metre.
b) Where boats are not necessary | 550 | Each | 1,027.33 | ₹5,65,031.5 | 10 |
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