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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | L1 | Accepted-Finance 1st Lowest | |
| 2 | L2₹3.8 L+₹47,492 (14.3%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹4.1 L+₹80,703 (24.3%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹4.2 L+₹90,097 (27.1%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | Rejected-Technical DAKSHIN RAMPUR BAROBISHA ALIPUDUAR | - | Rejected-Technical Required Eligibility amount is not fulfilled. |
Tender Value
₹4.7 L
EMD Value
₹9,489
Closing Date
7 Oct 2026, 5:30 pmClosed
Executive Engineer Siliguri Irrigation Division
O/O Executive Engineer, Siliguri Irrigation Division, Siliguri
Emergent Restoration to the Protection Work on the Right Bank of River Balason U/S of P.W.D Bridge for a length of 135.00 mtr at Noukaghat Area, within Matigara-I G.P., Block and P.S.-Matigara, Dist- Darjeeling.
2026_IWD_5077152_6
WBIW/EE/SLGID/SNIT-09e/26-27
Open Tender
CIVIL WORKS
Percentage
15 days
Matigara
Please refer Tender documents.
8 documents required · 8 mandatory
₹9,489
Yes
14 Oct 2026
2 Oct 2026
7 Oct 2026
2 Oct 2026
7 Oct 2026
2 Oct 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 | Excavation of materials from river bed /stoney soil as noted below as per designed section and throwing the spoils for making banks as profile or to deposit the same in any other place as directed by the Engineer-in charge for making embankment within a lead of 50 metre and lift upto 4 metre. including dressing etc. complete. (Work is to be done with mechanical devices) a) Loose boulder mixed with shingles or sand having boulder of size above 20 cm. upto 30 cm. more than 20% upto 30% by volume including removing roots & stumps of trees, cost of profiling channel crossing etc. complete. | 752 | Cum | 146.59 | ₹1,10,235.68 |
| 2 | 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. | 1,600 | Each | 159.7 | ₹2,55,520 |
| 3 | 8 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 | 1,600 | Each | 67.93 | ₹1,08,688 |
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