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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC Lowest Bid value |
| 2 | L2₹2.0 Cr+₹22.6 L (12.6%)Rejected-Finance E 9 SARATPALLI P O MIDNAPORE DIST PASCHIM MEDINIPUR | MIDNAPORE | PASCHIM MEDINIPUR | WEST BENGAL | ₹2.0 Cr+₹22.6 L (12.6%) | L2 | Rejected-Finance BID VALUE HIGHER THAN L1 |
| 3 | L3₹2.2 Cr+₹36.1 L (20.1%)Rejected-Finance | ₹2.2 Cr+₹36.1 L (20.1%) | L3 | Rejected-Finance BID VALUE HIGHER THAN L1 AND L2 |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
27 Feb 2026, 5:30 pmClosed
Superintending Engineer attached to CE North East
Club Road Jalpaiguri
Protection work along the Left bank of river Poro for a length of 1200M. at Foskadanga Chapatali area,G.P. Banchukamari within Block-Alipurduar-I, P.S Dist Alipurduar.
2026_IWD_997678_4
WBIW/SE/CE(NE)/NIT-04(e)/25-26
Open Tender
CIVIL WORKS
Percentage
90 days
Block-Alipurduar-I, P.S Dist Alipurduar.
Please refer Tender documents.
7 documents required · 7 mandatory
₹4.6 L
Yes
14 Sept 2026
5 Feb 2026
2 Mar 2026
5 Feb 2026
27 Feb 2026
5 Feb 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 | Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge | 5,600 | Sqm | 2.38 | ₹13,328 |
| 2 | 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. | 21,401.7 | Cum | 129.91 | ₹27,80,294.85 |
| 3 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene nonwoven geotextile of 300 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 and Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. | 14,722.16 | Sqm | 232.4 | ₹34,21,429.98 |
| 4 | Supplying at site geotextile bags of size 1.00 m x 0.70 m using UV stabilized needle punched polypropylene non-woven geotextile of 300 gsm as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. (Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally). Paragraphs 2.7.5, 2.7.7, 2.7.8, 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 and Special Terms & Conditions for Geotextile Bags” in case of use of this item in the estimate. | 72,649 | Each | 159.7 | ₹1,16,02,045.3 |
| 5 | Labour charges for filling Geo-textile bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Charge
i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag | 72,649 | Each | 67.93 | ₹49,35,046.57 |
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