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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC PARBATIPUR P O P S TAMLUK DIST PURBA MEDINIPUR PIN 721636 | TAMLUK | PURBA MEDINIPUR | WEST BENGAL | 721636 | ₹2.1 Cr | L1 | Accepted-AOC 1ST LOWEST ACCEPTED BIDDER |
| 2 | L2₹2.5 Cr+₹40.7 L (19.1%)Rejected-Finance | ₹2.5 Cr+₹40.7 L (19.1%) | L2 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 3 | L3₹2.7 Cr+₹52.5 L (24.6%)Rejected-Finance VILL GANESHPUR 3RD GHERIUTTAR P O KAKDWIP P S KAKDWIP DIST SOUTH 24 PARGANAS WEST BENGAL PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | ₹2.7 Cr+₹52.5 L (24.6%) | L3 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
6 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 500 m along with Construction of Blackstone Boulder Spurs in Mouza Chhatina and Malincha, Block Gopiballavpur II, P.S Beliaberah, Dist Jhargram
2026_IWD_1021722_6
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
₹4.6 L
Yes
27 Aug 2026
13 Mar 2026
7 Apr 2026
13 Mar 2026
6 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 aking 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. | 7,371 | Cum | 129.91 | ₹9,57,566.87 |
| 2 | 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 anddepositing 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.
Beyond 4.00 km and upto 5.00 km | 4,130 | Cum | 371 | ₹15,32,230 |
| 3 | 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 = | 2,311.79 | Cum | 14.3 | ₹33,058.58 |
| 4 | 2 No of Lift = | 895.11 | Cum | 28.6 | ₹25,600.23 |
| 5 | 3 No of Lift = | 2,091.65 | Cum | 42.9 | ₹89,731.66 |
| 6 | 4 No of Lift = | 126.9 | Cum | 663.83 | ₹84,240.03 |
| 7 | 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
In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
upto 3 m depth
Without pumping out water and shoring | 1,618.01 | Cum | 135.87 | ₹2,19,839.15 |
| 8 | 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 | 357.2 | Metre | 829.49 | ₹2,96,293.83 |
| 9 | 0.60 metre x 0.45 metre nominal section | 498 | Metre | 355.16 | ₹1,76,869.68 |
| 10 | 0.75 metre x 0.45 metre nominal section | 362.8 | Metre | 411.17 | ₹1,49,172.48 |
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