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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-Finance | ₹5.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.7 L+₹1.1 L (20.4%)Rejected-Finance | ₹6.7 L+₹1.1 L (20.4%) | L2 | Rejected-Finance L2 |
| 3 | L2₹6.7 L+₹1.1 L (20.4%)Rejected-Finance | ₹6.7 L+₹1.1 L (20.4%) | L2 | Rejected-Finance L2 |
| 4 | L3₹7.2 L+₹1.6 L (29.2%)Rejected-Finance | ₹7.2 L+₹1.6 L (29.2%) | L3 | Rejected-Finance L3 |
| 5 | L4₹7.4 L+₹1.8 L (33.0%)Rejected-Finance | ₹7.4 L+₹1.8 L (33.0%) | L4 | Rejected-Finance L4 |
Tender Value
₹8.4 L
EMD Value
₹16,801
Closing Date
31 Aug 2026, 2:00 pmClosed
Executive Engineer,KID
Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip, South 24 Parganas
Emergent restoration of damaged sundarban embankment due to New Moon Kotal on and from 11.08.2026 to 15.08.2026 in between Ch.14.32 Km. Ch. 14.40 Km. for a length of 60.0 m at Mouza- Dakshin Surendraganj facing river Jagaddal under Patharpratima
2026_IWD_5020343_13
WBIW/EE/KIDIVISION/e-SNIT- 12 (e)/2026-27
Open Tender
CIVIL WORKS
Percentage
14 days
Patharpratima
Please refer Tender documents.
6 documents required · 6 mandatory
₹16,801
Yes
10 Sept 2026
26 Aug 2026
1 Sept 2026
26 Aug 2026
31 Aug 2026
26 Aug 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 | 1 | Mtr. | 310.34 | ₹310.03 |
| 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 | - | 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 10 cm. and less than 15 cm.
(i) Jhaw / Eucalyptus | - | Mtr. | 148.73 | - |
| 4 | 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
a) Beyond 1.00Km and upto 2.00 km | - | Cum | 362.66 | - |
| 5 | Supplying to site empty cement polythene bags (capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | - | Each | 8.59 | - |
| 6 | Labour charges for filling empty cement gunny bag / polythene bag (capacity50kg) with all kinds of earth (wetordry), 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 with in 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 | 8.34 | - |
| 7 | Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts. | - | Each | 3.58 | - |
| 8 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per rofile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. | - | Sqm. | 346.1 | - |
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