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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | +9.93% | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹16.2 L (5.11%)Admitted-Finance 000 RATH TALA UKHRA UKHRA UKHRA BARDHAMAN WEST BENGAL 713363 | PASCHIM BARDHAMAN | WEST BENGAL | 713363 | +15.55% | ₹3.3 Cr+₹16.2 L (5.11%) | L2 | Admitted-Finance |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
17 Apr 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER ATTACHED TO CE SW
OFFICE OF THE CHIEF ENGINEERING SW,KHASJUNGLE,ABAS, MIDNAPORE
Protection Work along the Left Bank of Subarnarekha River by HDPE Bag Pitching for length of 650 m along with Construction of Blackstone Boulder Spurs in Mouza Khariparia, Chhatina, Block Gopiballavpur II, P.S Beliaberah, Dist Jhargram..
2026_IWD_1021722_5
WBIW/SE/CE(SW)/NIT-13e/2025-26 (2nd Call)
Open Tender
CIVIL WORKS
Percentage
360 days
Block Gopiballavpur II, Dist Jhargram
As Depicted in the NIT
11 documents required · 11 mandatory
₹5.8 L
Yes
19 Aug 2026
13 Mar 2026
18 Apr 2026
13 Mar 2026
17 Apr 2026
13 Mar 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 | 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.
Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 13,973.46 | Cum | 129.91 | ₹18,15,292.32 |
| 2 | Extra rate over Item Nos.1 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.
1 No of Lift = | 4,266.9 | Cum | 14.3 | ₹61,016.66 |
| 3 | 2 No of Lift = | 1,036.37 | Cum | 28.6 | ₹29,640.12 |
| 4 | 3 No of Lift = | 3,100.99 | Cum | 42.9 | ₹1,33,032.39 |
| 5 | 4 No of Lift = | 3,211.26 | Cum | 57.21 | ₹1,83,716.01 |
| 6 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring | 2,030.02 | Cum | 135.87 | ₹2,75,818.95 |
| 7 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces)
1.20 metre x 0.90 metre nominal section | 465.2 | Metre | 829.49 | ₹3,85,878.75 |
| 8 | 0.60 metre x 0.45 metre nominal section | 648 | Metre | 355.16 | ₹2,30,143.68 |
| 9 | 0.75 metre x 0.45 metre nominal section | 455.08 | Metre | 411.17 | ₹1,87,115.24 |
| 10 | 1.20 metre x 0.60 metre nominal section | 310.2 | Metre | 663.83 | ₹2,05,920.07 |
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