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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹4.6 L+₹29,071.09 (6.81%)Rejected-Finance | ₹4.6 L+₹29,071.09 (6.81%) | L2 | Rejected-Finance 2 ND LOWEST BID |
| 3 | L3₹4.7 L+₹39,774.53 (9.32%)Rejected-Finance DEBI BARI COOCH BEHAR 736101 | COOCHBEHAR | WEST BENGAL | 736101 | ₹4.7 L+₹39,774.53 (9.32%) | L3 | Rejected-Finance 3 RD LOWEST BID |
Tender Value
₹4.4 L
EMD Value
₹8,809
Closing Date
16 Jun 2026, 11:00 amClosed
EE_COOCHBEHAR_IRRIGATION_DIVISION
EE_COOCHBEHAR_IRRIGATION_DIVISON_DEBIBARI_COOCH_BEHAR
Restoration of embankment from erosion of Pond at the SDOs Bungalow in the Northern and Eastern side within Tufanganj Municipality,Dist. Cooch Behar.
2026_IWD_1026976_1
WBIW/EE/COB/e-NIT-01/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Tufanganj
REFERRED TO NIT
8 documents required · 8 mandatory
₹8,809
Yes
24 Aug 2026
9 Jun 2026
17 Jun 2026
9 Jun 2026
16 Jun 2026
9 Jun 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 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 | - | Each | 159.7 | - |
| 2 | 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 | 1,217 | Each | 67.93 | ₹82,670.81 |
| 3 | 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, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking
E) Beyond 4.00 km and upto 5.00 km
Note :Add extra rate towards compensation for earth for land owned / arranged by the contractor over rate of earthwork for land owned / arranged by the Department and for royalty charges on earth as per latest rate as mentioned in PWD Schedule. The royalty will be paid to the agency on production of necessary documents in support of payment made toward the royalty. During initial payment of bill a deduction as per considered rate may be made. | 403 | Cum | 405.57 | ₹1,63,444.71 |
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