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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | ₹4.5 L | L1 | Accepted-AOC 1st Lowest Bidder |
| 2 | L2₹4.8 L+₹35,096 (7.87%)Rejected-Finance VILL GACHHARATI P O TAKI P S BASIRHAT NORTH 24 PARGANAS | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | ₹4.8 L+₹35,096 (7.87%) | L2 | Rejected-Finance 2nd Lowest Bidder |
| 3 | L3₹5.4 L+₹90,155 (20.2%)Rejected-Finance VILL P O AMJHARA P S BASANTI DIST SOUTH 24 PARGANAS PIN 743329 | AMJHARA | SOUTH 24 PARGANAS | WEST BENGAL | 743329 | ₹5.4 L+₹90,155 (20.2%) | L3 | Rejected-Finance 3rd Lowest Bidder |
Tender Value
₹7.0 L
EMD Value
₹14,010
Closing Date
29 Jul 2026, 5:30 pmClosed
Executive Engineer-I
Joynagar Irrigation Division, Gr. Floor, Irrigation Campus, Puratan Bazar, Baruipur, Kol-144
Emergent clearing of congestion from 15.06.26 to 18.06.26 at Moukhali Khal From Ch. 0.00 M to 170.00M (Outfall Channel) for a length 170.0m by removing accumulated silt at M/Kumrakhali, Block Canning-II, P.S- Canning Dist-(S) 24 Pgs U/JID.
2026_IWD_1034336_14
WBIW/EE-I/JOY/SNIT-5(e)/ 2026-27
Open Tender
CIVIL WORKS
Percentage
10 days
Canning (I) Sub-Division
Please refer Tender documents.
7 documents required · 7 mandatory
₹14,010
Yes
25 Aug 2026
27 Jul 2026
30 Jul 2026
27 Jul 2026
29 Jul 2026
27 Jul 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 , dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length) | 6,577 | Metre | 34.56 | ₹2,27,301.12 |
| 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
Where boats are not necessary. | 3,383 | Metre | 13.11 | ₹44,351.13 |
| 3 | Supplying, fitting and fixing with ironnails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | 430 | Metre | 26.22 | ₹11,274.6 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 119 | Sqm | 28.6 | ₹3,403.4 |
| 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. | 215 | Each | 139.44 | ₹29,979.6 |
| 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.
Where boats are not necessary. | 215 | Each | 498.17 | ₹1,07,106.55 |
| 7 | Earthwork in making new embankment / ring bundh/retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25 cm. as per profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking outlines, dug-belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto 30 cm., girth from the site alignment as per direction of the Engineerin- Charge including dewatering, removal of weeds, carcasses, organic matter etc., if any, breaking clods, rough dressing, watering, ramming, compacting etc. complete. (Work to be executed on section measurement by pre-work & post-worklevel section)
A. Where land for earth owned/arranged by the Department | 262.5 | Cum | 140.63 | ₹36,915.38 |
| 8 | Earthwork in excavation in the canals / drainage channels/borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge.
Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dryor moist / slushy silt / sticky soil. | 1,848.75 | Cum | 129.91 | ₹2,40,171.11 |
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