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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-Finance | ₹6.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.1 L+₹39,649.58 (5.92%)Rejected-Finance | ₹7.1 L+₹39,649.58 (5.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.6 L+₹94,690.55 (14.1%)Rejected-Finance | ₹7.6 L+₹94,690.55 (14.1%) | L3 | Rejected-Finance L3 |
Tender Value
₹8.4 L
EMD Value
₹16,730
Closing Date
3 Sept 2026, 2:00 pmClosed
Executive Engineer,KID
Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip, South 24 Parganas
Emergent restoration to Sundarban Embankment damaged due to New moon Kotal on and from 11.08.2026 to 15.08.2026 for a length of 150.00 M In between Ch. 4.900 KM and 5.050 Km at Mouza - Goramara in Block-Sagar facing Right bank of Muriganga
2026_IWD_5020343_5
WBIW/EE/KIDIVISION/e-SNIT- 12 (e)/2026-27
Open Tender
CIVIL WORKS
Percentage
14 days
Sagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹16,730
Yes
10 Sept 2026
26 Aug 2026
3 Sept 2026
26 Aug 2026
3 Sept 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, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be Measured at mid length). | 1 | Mtr. | 41.47 | ₹41.43 |
| 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
(a) Where boats are not necessary. | 1 | Mtr. | 13.11 | ₹13.1 |
| 3 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | - | Mtr. | 31.46 | - |
| 4 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | - | Each | 8.59 | - |
| 5 | 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-incharge (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 | - | Nos | 8.34 | - |
| 6 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. | - | Nos | 3.58 | - |
| 7 | 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 profile 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.
Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.
2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. | - | Sqm | 346.1 | - |
| 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.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | - | Cum | 129.91 | - |
| 9 | Extra rate over Item Nos.1.0 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. 5 Extra lead | - | cum | 71.51 | - |
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