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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC VILL SOUTH GOBINDAPUR P O P S KAKDWIP DIST SOUTH 24 PARGANAS PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | ₹4.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.9 L+₹21,993.01 (4.66%)Rejected-Finance | ₹4.9 L+₹21,993.01 (4.66%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 L+₹28,324.33 (6.01%)Rejected-Finance | ₹5.0 L+₹28,324.33 (6.01%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.3 L+₹54,093.91 (11.5%)Rejected-Finance | ₹5.3 L+₹54,093.91 (11.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹5.3 L+₹55,982.20 (11.9%)Rejected-Finance | ₹5.3 L+₹55,982.20 (11.9%) | L5 | Rejected-Finance L5 |
Tender Value
₹5.6 L
EMD Value
₹11,108
Closing Date
22 May 2026, 12:00 pmClosed
EE Kakdwip Irrigation Division
Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip South 24 Parganas
Emergent restoration of Sundarban embankment from Ch 4.465 km to 4.55km for a length of 85 m at Mouza Uttar Narayanganj facing river Muriganga (L) under Mousuni Irrigation Sub Division of Kakdwip Irrigation Division
2026_IWD_1024337_5
WBIW/EE/KIDIVISION/e-NIT- 01(e)/2026-27
Open Tender
CIVIL WORKS
Percentage
21 days
Namkhana
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,108
Yes
14 Aug 2026
15 May 2026
23 May 2026
15 May 2026
22 May 2026
15 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 |
|---|---|---|---|---|---|
| 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.
(iii) 15 cm av. diameter | 1 | Metre | 125.14 | ₹125.01 |
| 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 10 cm. and less than 15 cm.
(i) Jhaw / Eucalyptus. | - | Metre | 123.95 | - |
| 4 | 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). | - | Metre | 34.56 | - |
| 5 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
(a) Where boats are not necessary. | - | Metre | 13.11 | - |
| 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg) | - | Each | 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 willnot beaccepted ) , andstacking withina 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/polybags (capacity50kg) within a lead of 30 metre inclusive of all lifts. | - | Each bag | 3.58 | - |
| 9 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. | - | Cum | 96.54 | - |
| 10 | Extra rate over Item Nos.10 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30metres.(i) From 30 Metre to 60 Metre | - | Cum | 14.3 | - |
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